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Home My WebLink About7050 Gall Blvd (135)City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ric 3 ;e.- Date Received: mo Site: �(� Jd CQ WI WAO 91 Permit Type: (S e 4i1 -T&C It d ve.- Approved w/no comments: 0," Approved w/the below comments: ❑ Denied w/the below comments: ❑ 1. This comment sheet shall be kept with the permit and/or plans. ene Brown - Fire Safety Officer Date Contractor and/or Homeowner (Required when comments are present) Letter of Transmittal Project Name: ED EXPANSION & ORTHO RENOVATION Project No.: H-15027 Hunton To: Brasfield & Gorrie Date: 05.22.17 941 West Morse Blvd., Suite 200 Winter Park, FL 32789 RE: CCD No. 4 �3LaI1UV Phone: 407-562-4500 . Att . Ch�Bond Sent Via: ❑ Standard Mail ❑ Overnight - ❑ Courier - ® Recipient to Pickup ❑ Second Day - ❑ Other The followina items are enclosed: 2 1 4/28/17 1 Signed and Sealed Construction Documents (Drawings) 2 4/28/17 1 CCD #4 Narrative of Changes Documents Transmitted: ❑ For approval ❑ For your use ❑ As requested ® For permitting A R C H I T E C T S ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Approved as noted ❑ Submit copies for distribution ❑ Returned for corrections ❑ For review and comment ❑ ❑ Remarks: Please find attached CCD No. 4 for the Florida Hospital Zephyrhills ED Expansion and Ortho Renovation Copies To: From: Dennis M. Cole ® File pf6.2 ® Kelly Jacobs ® Dave Horn ❑ ❑ ❑ 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 Addendum No.: 1 Revision No.: 1 Project Name: FH Zephyrhills Ed Expansion & Ortho Renovation Project No.: H-15027.00 Date: 05.10.16 To: Brasfield & Gorrie From: Hunton Brady Hunton: .• A R C H I t E C T 5 This Addendum is an alteration, addition, deletion or other change to the Construction Contract Documents and is to be incorporated within and have the same force and effect as if part of the original documents. It is to include the furnishing and installation, where applicable, of all labor and materials. Specifications Spec No Dosqipflon, Remarks,, Reason for Change 00 00 00 Cover - Vol. 1 & Vol. 2 Issued in its entirety to separate Project Manual into volumes. Coordination 0001 10 Table of Contents - Vol. 1 & Vol. 2 Issued in its entirety to separate Project Manual into volumes. Coordination 07 24 00 Exterior Insulation and Finish Systems Revised product information. Coordination 07 54 00 Thermoplastic Membrane Roofing Revised product information. Coordination 08 44 13 Glazed Aluminum Curtain Walls Revised product information. Coordination 08 80 00 Glazing Revised roduct information. Coordination 2651 00 INTERIOR LIGHTING Revised roduct manufacturers Coordination 23 09 00 BUILDING CONTROL SYSTEM FOR HVAC Revised control system specs Coordination Appendix NOA - LWIC Added in its entirety. Coordination DRAWINGS General Drawings 0Wd No Description Remarks ; " Reason for Change G000 COVER SHEET Add Addendum No. 1 & date Coordination G011 SHEET INDEX Add Addendum No. 1 to Drawing Coordination List G 101 PROJECT DATA A5 - Added square footage Coordination summary of renovation and addition areas 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 Addendum No. Ol Revision No. 1 Narrative Project Name: FH Zephyrhills Ed Expansion & Ortho Renovation KC Project No.: H-15027.00 Structural Drawings Dwg No is ,Description Remarks Reason for#Change Sill FLOOR PLAN - 1ST LEVEL -PHASE 1 Added Plan Key Notes 5 & 6, Coordination added section cut Al5/S201 and added ME 16's. S201 SECTIONS AND DETAILS Added section A15. Coordination Demolition Drawings :,Dwg No Description Remarks Reason for,,Change D001 DEMOLITION NOTES AND L7 - Added note to brace header Coordination TEMPORARY PARTITION DETAILS Dill DEMOLITION PLAN - 1ST LEVEL - Revised scope line to show Phase Coordination PHASE 1 1 scope only D112 DEMOLITION PLAN - 1ST LEVEL - Added demo notes for main Coordination PHASE 2 nurse station as an add alternate Revised scope line to show Phase Coordination 2 scope onl D121 DEMOLITION PLAN - 2ND LEVEL - Added ICRA Walls Coordination AREA 1 D122 DEMOLITION PLAN - 2ND LEVEL - Added note to refer to P122 for Coordination AREA 2 lumbin demolition D411 DEMOLITION CEILING PLAN - 1ST Added demolition notes Coordination LEVEL - PHASE 1 D412 DEMOLITION CEILING PLAN - 1ST Added additional demolition Coordination LEVEL - PHASE 2 notes Added scope line to show Phase Coordination 2 sco e Architectural Drawings Dwg No Description 7 Remarks Reason for Change A002 WEATHERPROOFING NOTES Added "General Note" heading Coordination to notes A011 DOOR AND FRAME LEGEND AND A10 - Revised dimensions for door Coordination IGO type B/BB, C/CC & D J 10 - new head detail Coordination A012 DOOR SCHEDULE Miscellaneous revisions Coordination A052 UL RATED ASSEMBLIES - WALL AND Al - Revised UL detail to most Coordination PARTITION current version A6 - Revised UL detail to most Coordination current version A053 UL RATED ASSEMBLIES - WALL AND A6 - Revised UL detail to most Coordination PARTITION current version A15 - Revised UL detail to most Coordination current version 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 Addendum No. 01 Revision No. 1 Narrative Project Name: FH Zephyrhills Ed Expansion & Ortho Renovation Project No.: H-15027.00 Dwg N& Description Remarks Reason for Chan e M15 - Revised UL detail to most Coordination current version A054 UL RATED ASSEMBLIES - WALL AND A9 - Revised UL detail to most Coordination PARTITION current version A055 UL RATED ASSEMBLIES - CONCRETE A10 - Added viewport title Coordination AND STEEL JOISTS A 111 FLOOR PLAN - 1ST LEVEL -PHASE 1 Added callout for corner of RM Coordination 1006 Revised wall type at RM 1007 Coordination Added notes to fill in existing Coordination elevator pit Revised scope line to show Phase Coordination 1 scope onl A111 D DIMENSION PLAN - 1ST LEVEL - Revised scope line to show Phase Coordination PHASE 1 1 scope only Al 12 FLOOR PLAN - 1ST LEVEL -PHASE 2 Removed IGO tag from 1/8" plan Coordination for RM 1148 Added call out around Nurse Coordination Station 1151 Added wall type tag for half wall Coordination at Nurse Station 1151 Revised scope line to show Phase Coordination 2 scope only Al 12D FLOOR PLAN - 1ST LEVEL -PHASE 2 Revised scope line to show Phase Coordination 2 scope only A150 ROOF LEVEL - OVERALL - PHASE 1 Deleted sheet, no scope at this Coordination level A201 EXTERIOR ELEVATION J6 - Revised Detail Number Coordination A231 EXTERIOR WALL SECTIONS G1- Revised Callout Numbers Coordination G7 - Revised Callout Number Coordination A241 EXTERIOR SECTION DETAILS L1 -Added Detail Coordination A242 EXTERIOR SECTION DETAILS G1 - Revised Detail Number Coordination A14 - Revised Detail Number Coordination A243 EXTERIOR SECTION DETAILS L1 - Revised Detail Number and Coordination detail F1 - Revised Detail Number and Coordination detail L5 - Revised Detail Coordination A251 EXTERIOR PLAN DETAILS AND F1 - Revised Detail Coordination EXTERIOR GLAZED OPENINGS A411 REFLECTED CEILING PLAN - 1ST Revised scope line to show Phase Coordination LEVEL - PHASE 1 1 scope only Removed call outs from this Coordination sheet. Call outs are on enlarged tans 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 Addendum No. 01 Revision No. 1 Narrative Project Name: FH Zephyrhills Ed Expansion & Ortho Renovation Project No.: H-15027.00 Dwg No Description Remarks Reason for Change A412 REFLECTED CEILING PLAN - 1ST Revised scope line to show Phase Coordination LEVEL - PHASE 2 2 scope onl A422 REFLECTED CEILING PLAN - 2ND Moved section cuts to H7/A521 Coordination LEVEL - AREA 2 A511 ENLARGED PLANS AND E1 -Added elevation Coordination E5 - Revised layout of vending Coordination ELEVATIONS - WAITING AREA machines & drinking fountain J1 - Revised gyp ceiling elements Coordination J 10 - Added callout for corner of Coordination RM 1006 J 10 - Added elevation call out Coordination J 10 - Revised layout of vending Coordination machines & drinking fountain A515 ENLARGED PLANS AND E 16 - Added IGO tag to enlarged Coordination ELEVATIONS - SECURE HOLD AND plan OBSERVE CARE A516 ENLARGED PLANS AND J 1 -Added keynotes Coordination ELEVATIONS - NURSE STATION A517 ENLARGED PLANS AND New sheet added for add Coordination ELEVATIONS - MAIN NURSE STATION alternate to renovate main nurse - ADD ALTERNATE station A521 ENLARGED PLANS AND H7 - Added section cut for light Coordination ELEVATIONS - 2ND LEVEL cove N7 - Added back window tag Coordination RECEPTION AND NURSE STATION A651 INTERIOR SECTION DETAILS Al - Revised section detail Coordination A8- Deleted section detail. Will Coordination use detail Al2 at light cove locations A672 TYPICAL MILLWORK DETAILS E8 - Added section detail for add Coordination alternate nurse station A711 EQUIPMENT PLAN - 1 ST LEVEL - Revised scope line to show Phase Coordination PHASE 1 1 scope only A712 EQUIPMENT PLAN - 1ST LEVEL - Revised scope line to show Phase Coordination PHASE 2 2 scope only Added call out around Nurse Coordination Station 1151 A722 EQUIPMENT PLAN - 2ND LEVEL - Added location and notes for Coordination AREA 2 relocation of Pyxis units A811 FINISH PLAN - 1ST LEVEL - PHASE 1 Revised scope line to show Phase Coordination 1 scope onl A812 FINISH PLAN - 1ST LEVEL - PHASE 2 Revised scope line to show Phase Coordination 2 scope only A911 FLOOR PATTERN PLAN - 1ST LEVEL - Revised scope line to show Phase Coordination PHASE 1 1 scope only A912 FLOOR PATTERN PLAN - 1ST LEVEL - Revised scope line to show Phase Coordination PHASE 2 2 scope only 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrody.com ■ #AAC001744 Addendum No. 01 Revision No. 1 Narrative Project Name: FH Zephyrhills Ed Expansion & Ortho Renovation Project No.: H-15027.00 Fire Protection Drawings Dwg No description � �� Remarks : Reason for Change FP211 FIRE PROTECTION PLAN - LEVEL 1 - Revised sprinkler layout. Owner Changes PHASE 1 FP212 FIRE PROTECTION PLAN - LEVEL 1 - Revised sprinkler layout. Coordination PHASE 2 FP221 FIRE PROTECTION PLAN - LEVEL 2 - Revised sprinkler layout. Owner Changes AREA 1 FP222 FIRE PROTECTION PLAN - LEVEL 2 - Revised sprinkler layout. Coordination AREA 2 Plumbing Drawings Owg No Description Remarks Reason -for Change P211 GRAVITY PLAN - LEVEL 1 - PHASE 1 Revised water cooler location. Owner Changes P212 GRAVITY PLAN - LEVEL 1 - PHASE 2 Revised sink location and piping. Owner Changes P221 GRAVITY PLAN - LEVEL 2 - AREA 2 Revised sink location and piping. Owner Changes P311 PRESSURE PLAN - LEVEL 1 - PHASE 1 Revised water cooler location. Owner Changes P312 PRESSURE PLAN - LEVEL 1 - PHASE 2 Revised sink location and piping. Owner Changes P321 PRESSURE PLAN - LEVEL 2 - AREA 2 Revised sink location and piping. Owner Changes P601 PLUMBING RISER DIAGRAM - GRAVITY Revised piping. Owner Changes P602 PLUMBING RISER DIAGRAM - GRAVITY Revised piping. Owner Changes P603 PLUMBING RISER DIAGRAM - GRAVITY Revised piping. Owner Changes P604 PLUMBING RISER DIAGRAM - PRESSURE Revised piping. Owner Changes P605 PLUMBING RISER DIAGRAM - PRESSURE Revised piping. i Owner Changes P606 PLUMBING RISER DIAGRAM - PRESSURE Revised piping. Owner Changes Mechanical Drawings Dwg No Description Remarks Reason for Change M112 DEMOLITION PLAN - LEVEL 1 - Revised ductwork. Owner Changes PHASE 2 M122 DEMOLITION PLAN - LEVEL 2 - Added keynote for exhaust fan. Coordination AREA 2 M132 DEMOLITION PLAN - LEVEL 3 - Revised keynote for exhaust fan. Coordination AREA 2 M21 1 DUCTWORK PLAN - LEVEL 1 - Revised ductwork. Coordination PHASE 1 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 Addendum No. 01 Revision No. 1 Narrative Project Name: FH Zephyrhills Ed Expansion & Ortho Renovation Project No.: H-15027.00 Dwg No b6d ion ` W Remarks Reason for -thane ` M212 DUCTWORK PLAN - LEVEL 1 - PHASE 2 Revised ductwork. Owner Changes M222 DUCTWORK PLAN - LEVEL 2 - AREA 2 Revised ductwork. Coordination M231 DUCTWORK PLAN - LEVEL 3 - AREA 1 Revised DDC panel location. Coordination M232 DUCTWORK PLAN - LEVEL 3 - AREA 2 Added keynote for alternate pipe routing. Coordination M322 PIPING PLAN - LEVEL 2 - AREA 2 Added keynote for alternate pipe routin . Coordination M501 MECHANICAL SCHEDULES Revised schedules. Owner Changes M701 MECHANICAL CONTROLS Revised RTU controls. Coordination Electrical Drawings Dwg No: description Remarks Reason forJC11,ar4ge , E002 ELECTRICAL ONE -LINE DIAGRAM Added shunt trip for elevator Coordination El 12 ELECTRICAL DEMOLITION PLAN - LEVEL 1 - PHASE 2 Showing demolished lights Coordination E120 OVERALL ELECTRICAL PLAN - LEVEL 2 Clarified panel names Coordination E211 POWER PLAN - LEVEL 1 - PHASE 1 Adjusted power Coordination E212 POWER PLAN - LEVEL 1 - PHASE 2 Adjusted power Coordination E311 LIGHTING PLAN - LEVEL 1 - PHASE 1 Added lighting Owner changes E312 LIGHTING PLAN - LEVEL 1 - PHASE 2 Added lighting Owner changes E321 LIGHTING PLAN - LEVEL 1 - PHASE 1 Added lighting Coordination E322 LIGHTING PLAN - LEVEL 2 - PHASE 2 Added lighting Coordination E41 1 FIRE ALARM PLAN - LEVEL 1 - PHASE 1 Adjusted fire alarm Coordination E412 FIRE ALARM PLAN - LEVEL 1 - PHASE 2 Adjusted fire alarm Coordination E512 NURSE CALL PLAN - LEVEL 1 - PHASE 2 Adjusted nurse call Coordination E601 ELECTRICAL DETAILS Coordination E701 ENLARGED TYPICAL ROOMS Adjusted switching Coordination E702 ENLARGED COMMUNICATIONS & ELECTRICAL ROOMS Moved DDC and CTU Coordination E801 PANEL SCHEDULE NORMAL BRANCH Added circuit for cove lighting Coordination E804 PANEL SCHEDULE CRITICAL BRANCH Removed circuits, added spares Coordination 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 I • I Addendum No. 01 Revision No. 1 Narrative Project Name: FH Zephyrhills Ed Expansion & Ortho Renovation Project No.: H-15027.00 Technology Drawings awg;fiio 0., ides `tin Remarks Reasoh for Change T112 TECHNOLOGY DEMOLITION PLAN - Added scope of work associated Coordination LEVEL 1 - PHASE 2 to Alternate One. T212 TECHNOLOGY PLAN - LEVEL 1 - Added scope of work associated Coordination PHASE 2 1 to Alternate One. END OF ADDENDUM NO.01 NARRATIVE Attachments: Specifications and drawings as listed above. 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 FLoRiDA HospiTAL ,,.. Zephyrhills Hunton A R C H IT E CT S ED Expansion & Ortho Renovation Zephyrhills, FL HB# H-15027.00 AHCA # 231100046-114 HuntonBrady Architects P.A. (Architect) TLC, Engineering for Architecture (MEP / FP Engineer) BBM Structural Engineers (Structural Engineer) Project Manual Construction Documents Volume 1 May 10, 2016 TABLE OF CONTENTS 0001 10 SECTION 00 01 10 - TABLE OF CONTENTS PROCUREMENT AND CONTRACTING REQUIREMENTS DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 10 - Table of Contents (Revised as part of Addendum o. 1 Revision No. 1, dated 05.10.16) 00 41 20 - Trench Safety Act 00 72 13 - General Conditions 00 73 29 - Supplementary Conditions SPECIFICATIONS DIVISION 01 -- GENERAL REQUIREMENTS 00 11 00 - Summary of Work 01 41 00 -Regulatory Requirements 01 42 16 - Definitions 01 42 19 - Reference Standards 01 43 00 - Contractor's Quality Assurance 01 45 00 - Contractor's Quality Control 01 45 29 - Testing Laboratory Services 01 45 33 - Code -Required Special Inspections 01 45 36 - AHCA Approvals and Inspections 01 50 00 -Temporary Facilities and Controls 01 58 00 - Project Identification 01 66 00 - Project Storage and Handling Requirements 01 71 23 - Field Engineering 01 73 29 - Cutting and Patching 01 74 13 - Progress Cleaning 01 74 23 - Final Cleaning 01 77 00 - Closeout Procedures 01 78 23 - Operation and Maintenance Data 01 78 36 - Warranties, Guarantees, and Bonds 01 78 39 - Record Documents DIVISION 02 -- EXISTING CONDITIONS 02 41 00 - Demolition DIVISION 03 — CONCRETE 03 05 05 - Underslab Vapor Barrier 03 11 00 - Concrete Forming AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 0001 10 - 1 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 \\\ii1111I illfff��/�f CN9 :. OF "HIM11\�;`� 03 Cr) 16 -Lightweight Insulating Concrete DIVISION 04 -- MASONRY TABLE OF CONTENTS 0001 10 F21 00 - Concrete Reinforcing 03 30 00 - Cast -in -Place Concrete 03 35 11 - Concrete Floor Finishes 04 05 14 - Masonry Mortaring 04 05 17 - Masonry Grouting 04 05 23 - Masonry Accessories 04 20 00 - Concrete Unit Masonry DIVISION 05 -- METALS 05 12 00 - Structural Steel Framing 05 31 00 - Steel Decking 05 40 00 - Cold -Formed Metal Framing 05 50 00 - Metal Fabrications 05 75 00 - Decorative Formed Metal DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES 06 10 00 - Rough Carpentry 06 20 00 - Finish Carpentry 06 41 00 - Architectural Wood Casework 06 61 00 - Simulated Stone Fabrications DIVISION 07 -- THERMAL AND MOISTURE PROTECTION 07 17 13 - Bentonite Panel Waterproofing 07 21 00 - Thermal Insulation 07 24 00 - Exterior Insulation and Finish Systems (Revised as part of Addendum No. 1 Revision No. 1, dated 05.10.16) 07 25 00 - Weather Barriers 07 52 00 - Modified Bituminous Membrane Roofing 07 54 00 - Thermoplastic Membrane Roofing (Revised as part of Addendum No. 1 Revision No. 1, dated 05.10.16) 07 62 00 - Sheet Metal Flashing and Trim 07 72 00 - Roof Accessories 07 81 00 -Applied Fireproofing 07 84 00 - Firestopping 07 91 00 - Preformed Joint Seals 07 92 00 - Joint Sealants AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 0001 10-2 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 TABLE OF CONTENTS 0001 10 07 95 13 - Expansion Joint Cover Assemblies DIVISION 08 -- OPENINGS 08 11 13 - Hollow Metal Doors and Frames 08 14 16 - Flush Wood Doors 08 31 00 - Access Doors and Panels 08 33 23 - Overhead Coiling Doors 08 42 29 - Automatic Entrances 08 42 43 - Intensive Care Unit / Critical Care Unit Entrances 08 43 13 - Aluminum -Framed Storefronts 08 44 13 - Glazed Aluminum Curtain Walls (Revised as part of Addendum No. 1 Revision No. 1, dated 05.10.16) 08 56 54 - Security and Detention Windows 08 71 00 - Door Hardware 08 80 00 - Glazing (Revised as part of Addendum No. 1 Revision No. 1, dated 05.10.16) 08 88 16 - Integrated Blinds Glazing DIVISION 09 -- FINISHES 09 21 16 - Gypsum Board Assemblies 09 24 00 - Portland Cement Plastering 09 30 00 - Tiling 09 51 00 - Acoustical Ceilings 09 51 26 - Acoustical Wood Ceilings 09 54 16 - Luminous Ceilings 09 65 00 - Resilient Flooring 09 72 00 - Wall Coverings 09 90 00 - Painting and Coating 09 96 00 - High -Performance Coatings DIVISION 10 -- SPECIALTIES 10 21 23 -Cubicles 10 26 01 - Wall and Corner Guards 10 28 00 - Toilet, Bath, and Laundry Accessories 10 44 00 - Fire Protection Specialties 10 51 00 - Lockers DIVISION 11 -- EQUIPMENT 11 52 23 - Audio -Visual Equipment Supports AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 0001 10-3 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrody Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 DIVISION 12 -- FURNISHINGS 12 24 00 - Window Shades 12 36 00 - Countertops 12 48 13 - Entrance Floor Mats and Frames DIVISION 13 —SPECIAL CONSTRUCTION DIVISION 14 -- CONVEYING EQUIPMENT 14 20 10 - Passenger Elevators END OF SECTION 00 01 10 AHCA # 23/100046-114 FLORIDA HOSPITAL-ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS ADDENDUM NO. 1 REVISION NO. 1 TABLE OF CONTENTS 0001 10 0001 10-4 04.15.16 05.10.16 EXTERIOR INSULATION AND FINISH SYSTEMS 07 24 00 SECTION 07 24 00 - EXTERIOR INSULATION AND FINISH SYSTEMS PART 1 -GENERAL 1.01 SECTION INCLUDES A. Composite wall and soffit cladding of rigid insulation and reinforced finish coating ("Class PB"). B. Drainage and water -resistive barriers behind insulation board. C. Incidental uses of same finish coating applied directly to concrete and masonry. 1.02 SUBMITTALS A. See Section 01 33 00 - Submittal Procedures. B. Shop Drawings: Indicate wall and soffit joint patterns, joint details, and molding profiles. 1. Shop drawings and related calculations for exterior installations are to be prepared, signed, sealed and dated by an engineer registered in the State of Florida for the wind pressures shown on the Drawings. C. Product Data: Provide data on system materials, product characteristics, performance criteria, and system limitations. D. Selection Samples: Submit manufacturer's full range of samples illustrating available coating colors and textures. E. Verification Samples: Submit actual samples of selected coating on specified substrate, minimum 12 inches square, illustrating project colors and textures. F. Manufacturer's Installation Instructions: Indicate preparation required, installation techniques, and jointing requirements. G. Submit test results for air and water infiltration and structural performance. H. Provide Florida Product Approval for exterior walls in which the work of this Section is included. Where requrired by authorities having jurisdiction provide a Miami -Dade County Notice of Acceptance. I. Manufacturer and Installer qualifications. 1.03 QUALITY ASSURANCE A. Test air and water infiltraton and structural performance in accordance with AAMA 501. B. Maintain copy of specified installation standard and manufacturer's installation instructions at project site at all times during installation. C. EIFS Manufacturer Qualifications: Provide EIFS products other than insulation from the same manufacturer with qualifications as follows: AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 07 24 00 - 1 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 EXTERIOR INSULATION AND FINISH SYSTEMS 07 24 00 l . Member in good standing of EIMA (EIFS Industry Members Association). 2. Manufacturer of EIFS products for not less than 5 years. 3. Manufacturing facilities ISO 9001 certified. D. Insulation Manufacturer Qualifications: Approved by manufacturer of EIFS and approved and labeled under third party quality program as required by applicable building code. E. Installer Qualifications: Company specializing in EIFS work, with minimum three years of documented experience, and approved by manufacturer. F. Pre -Installation Conference: Refer to Section 01 45 00 - Contractor's Quality Control for requirements. 1.04 MOCK-UP A. Construct mock-up of typical EIFS application on specified substrate, size as required to include examples of all key conditions, and including flashings, joints, penetrations, reveals and edge conditions. Include reveals or any other profile details to be used. B. Locate mock-up as indicated on drawings. C. Mock-up may not remain as part of the Work. D. Test air and water infiltration and structural performance with AAMA 501.2, ASTM E 783, ASTM E 1105, and AAMA 502 and/or AAMA 503. 1.05 DELIVERY, STORAGE, AND HANDLING A. Delivery: Deliver materials to project site in manufacturer's original, unopened containers with labels intact. Inspect materials and notify manufacturer of any discrepancies. B. Storage: Store materials as directed by manufacturer's written instructions. 1. Protect adhesives and finish materials from freezing, temperatures below 40 degrees F and temperatures in excess of 90 degrees F. 2. Protect insulation materials from exposure to sunlight. 1.06 FIELD CONDITIONS A. Do not prepare materials or apply EIFS under conditions other than those described in the manufacturer's written instructions. Do not prepare materials or apply EIFS during inclement weather unless areas of installation are protected. Protect installed EIFS areas from inclement weather until dry. C. Do not install coatings or sealants when ambient temperature is below 40 degrees F. D. Do not leave installed insulation board exposed to sunlight for extended periods of time. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 07 24 00 - 2 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 EXTERIOR INSULATION AND FINISH SYSTEMS 07 24 00 1.07 WARRANTY A. See Section 0l 7836 Warranties, Guarantees and Bonds. B. Provide manufacturer's standard material warranty, covering a period of not less than 12 years. C. Provide separate warranty from installer covering labor for repairs or replacement for a period of not less than 5 years. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: 1. Basis of Design: Parex USA, Inc.; Parex Standard WaterMaster EIFS: www.parex.com. a. Products and means of installation are to comply with Miami -Dade Notice of Acceptance #' .i-, �-0423.315-0609.13. 2. Dryvit Systems, Inc; Dryvit Outsulation Plus MD Exterior Insulation and Finish System, Class PB with Moisture Drainage: www.dryvit.com. 3. BASF Wall Systems (Senergy, Finestone, Acrocrete, SonoWall): www.wallsystems.basf.com. 4. Sto Corp; Sto Therm Classic NeXT: www.stocorp.com. 2.02 EXTERIOR INSULATION AND FINISH SYSTEM A. Exterior Insulation and Finish System: DRAINAGE type; reinforced finish coating on insulation board with drainage grooves adhesive -applied to water -resistive coating over substrate; provide a complete system that has been tested to show compliance with the following characteristics; include all components of specified system and substrate(s) in tested samples. B. Fire Characteristics: 1. Flammability: Pass, when tested in accordance with NFPA 285. 2. Ignitibility: No sustained flaming when tested in accordance with NFPA 268. 3. Potential Heat of Foam Plastic Insulation Tested Independently of Assembly: No portion of the assembly having potential heat that exceeds that of the insulation sample tested for flammability (above), when tested in accordance with NFPA 259 with results expressed in Btu per square foot. C. Adhesion of Water -Resistive Coating to Substrate: For each combination of coating and substrate, minimum flatwise tensile bond strength of 15 psi, when tested in accordance with ASTM C297/C297M. AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 07 24 00 - 3 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 EXTERIOR INSULATION AND FINISH SYSTEMS 07 24 00 D. Adhesion to Water -Resistive Coating: For each combination of insulation board and substrate, when tested in accordance with ASTM C297/C297M, maximum adhesive failure of 25 percent unless flatwise tensile bond strength exceeds 15 psi in all samples. E. Water Penetration Resistance: No water penetration beyond the plane of the base coat/insulation board interface after 15 minutes, when tested in accordance with ASTM El 105 at 6.24 psf differential pressure with tracer dye in the water spray; include in tested sample at least two vertical joints and one horizontal joint of same type to be used in construction; disassemble sample if necessary to determine extent of water penetration. F. Drainage Efficiency: Average minimum efficiency of 90 percent, when tested in accordance with ASTM E2273 for 75 minutes. G. Salt Spray Resistance: No cracking, checking, crazing, erosion, blistering, peeling, delamination, or corrosion of finish coating after 300 hours exposure in accordance with ASTM 13117, using at least three samples matching intended assembly, at least 4 by 6 inches in size. H. Freeze -Thaw Resistance: No cracking, checking, crazing, erosion, blistering, peeling, delamination, or corrosion of finish coating when viewed under 5x magnification after 10 cycles, when tested in accordance with ICC-ES AC219 or AC235. I. Weathering Resistance: No cracking, checking, crazing, erosion, blistering, peeling, delamination, or corrosion of finish coating when viewed under 5x magnification after 2000 hours of accelerated weathering conducted in accordance with ASTM G153 Cycle 1 or ASTM G 155 Cycle 1, 5, or 9. J. Water Degradation Resistance: No cracking, checking, crazing, erosion, blistering, peeling, delamination, or corrosion of finish coating after 14 days exposure, when tested in accordance with ASTM, D2247. K. Mildew Resistance: No growth supported on finish coating during 28 day exposure period, when tested in accordance with ASTM, D3273. L. Abrasion Resistance Of Finish: No cracking, checking or loss of film integrity when tested in accordance with ASTM D968 with 500 liters of sand. M. Impact Resistance: Construct system to provide the following impact resistance without exposure of broken reinforcing mesh, when tested in accordance with ASTM E2486/E2486M: 1. Standard: 25 to 49 in -lb, for areas not indicated as requiring higher impact resistance. 2. High: 90 to 150 in -lb, for areas indicated on the drawings. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS ADDENDUM NO. 1 REVISION NO. 1 072400-4 04.15.16 05.10.16 EXTERIOR INSULATION AND FINISH SYSTEMS 07 24 00 2.03 MATERIALS A. Finish Coating Top Coat: Water -based, air curing, acrylic or polymer - based finish with integral color and texture. 1. Texture: Medium. 2. Color: As selected by Architect from manufacturer's full range. B. Base Coat: Fiber -reinforced, acrylic or polymer -based product compatible with insulation board and reinforcing mesh. C. Reinforcing Mesh: Balanced, open weave glass fiber fabric, treated for compatibility and improved bond with coating, weight, strength, and number of layers as required to meet required system impact rating. D. Insulation Board: Extruded polystyrene (XPS) board insulation with natural skin surfaces; ASTM C578, Type V, with the following characteristics: 1. Board Size: 48 by 96 inch. 2. Board Size Tolerance: 1 /16 inch from square and dimension. 3. Board Thickness: As indicated on drawings. 4. Dimensional Stability: 2 percent, maximum. 5. Board Edges: Square. 6. Thermal Conductivity (k factor) at 25 degrees F: 0.18 as determined by ASTM C 177. 7. Compressive Resistance: 40 psi. 8. Board Density: 1.45 Ib/cu ft. 9. Water Absorption: 0.3 percent by volume, maximum. 10. Surface Burning Characteristics: Flame spread/Smoke developed index of 25/450, when tested in accordance with ASTM E84. E. Water -Resistive Barrier Coating: Fluid -applied air and water barrier membrane; applied to sheathing or masonry backing; furnished or approved by EIFS manufacturer. F. Fluid -Applied Flashing: Flexible water based polymer material suitable for use with reinforcing mesh and, if used with water -resistive barrier sheet, certified compatible with sheet material. G. Flashing Tape: Self -adhering rubberized asphalt tape with polyethylene backing or other material and surface conditioner furnished or approved by EIFS manufacturer. 2.04 ACCESSORY MATERIALS A. Insulation Adhesive: Type required by EIFS manufacturer for project substrate. B. Insulation Fasteners: Fastener and plate system appropriate for substrate and as recommended by EIFS manufacturer. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 07 24 00 - 5 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 EXTERIOR INSULATION AND FINISH SYSTEMS 07 24 00 C. Trim: EIFS manufacturer's standard PVC or galvanized steel trim accessories, as required for a complete project and including starter track and drainage accessories. D. Sealant Materials: Compatible with EIFS materials and as recommended by EIFS manufacturer. PART 3 - EXECUTION 3.01 GENERAL A. Install in accordance with EIFS manufacturer's instructions and approved shop drawings. 3.02 EXAMINATION A. Verify that substrate is sound and free of oil, dirt, other surface contaminants, efflorescence, loose materials, or protrusions that could interfere with EIFS installation and is of a type and construction that is acceptable to EIFS manufacturer. Do not begin work until substrate and adjacent materials are complete and thoroughly dry. B. If paper -faced gypsum sheathing has been exposed to weather for more than 30 days, check for integrity of surface using method specified in ASTM C1397 Annex A2, at minimum of two locations or once every 5000 sq ft, whichever is greater; if any test fails, notify Architect and do not begin installation. C. Verify that substrate surface is flat, with no deviation greater than 1 /4 in when tested with an 8 ft straightedge. D. Moisture content and moisture damage: Use a moisture meter to determine if the surface is dry enough to receive the EIFS and record any areas of moisture damage. E. Report deviations from the requirements of project specifications or other conditions that might adversely affect the Air/Moisture Barrier and EIFS installation to the General Contractor. Do not begin work until deviations are corrected. 3.03 PREPARATION A. Remove surface contaminants on concrete and concrete masonry surfaces (refer to ASTM D 4258 and D 4261). B. Apply conditioner by sprayer or roller to chalking or excessively absorptive surfaces. C. Replace weather -damaged sheathing and repair damaged or cracked surfaces. D. Level surfaces to comply with required tolerances. E. Apply primer to substrate as recommended by EIFS manufacturer for project conditions. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 07 24 00 - 6 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrody Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 EXTERIOR INSULATION AND FINISH SYSTEMS 07 24 00 3.04 INSTALLATION - WATER -RESISTIVE BARRIER A. Apply barrier coating as recommended by coating manufacturer; prime substrate as required before application. B. Seal all substrate transitions and intersections with other materials to form continuous water -resistive barrier on exterior of sheathing, using method recommended by manufacturer. C. At door and window rough openings and other wall penetrations, seal water -resistive barrier and flexible flashings to rough opening before installation of metal flashings, sills, or frames, using method recommended by manufacturer. D. At moving expansion joints, apply flexible flashing or flashing tape across and recessed into joint with U-loop forming continuous barrier but allowing movement. E. Lap flexible flashing or flashing tape at least 2 inches on each side of joint or transition. Exterior Soffit Vents: Install according to manufacturer's written instructions and in locations shown on the drawings. Provide vent area shown on drawings. 3.05 INSTALLATION - INSULATION A. Install in accordance with manufacturer's instructions. B. Prior to installation of boards, install starter track and other trim level and plumb and securely fastened. Install only in full lengths, to minimize moisture intrusion; cut horizontal trim tight to vertical trim. C. Install back wrap reinforcing mesh at all openings and terminations that are not to be protected with trim. D. On wall surfaces, install boards horizontally. On horizontal surfaces, install boards horizontally. E. Place boards in a method to maximize tight joints. Stagger vertical joints and interlock at corners. Butt edges and ends tight to adjacent board and to protrusions. Achieve a continuous flush insulation surface, with no gaps in excess of 1 /16 inch. F. Fill gaps greater than 1 /16 inch with strips or shims cut from the same insulation material. G. Rasp irregularities off surface of installed insulation board. H. Mechanical Fastening: Space fasteners as recommended by EIFS manufacturer. I. Adhesive Attachment: Use method required by manufacturer to achieve drainage efficiency specified; do not close up drainage channels when placing insulation board. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 07 24 00 - 7 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 EXTERIOR INSULATION AND FINISH SYSTEMS 07 24 00 3.06 INSTALLATION - FINISH A. Base Coat: Apply in thickness as necessary to fully embed reinforcing mesh, wrinkle free, including back -wrap at all terminations of the EIFS. Install reinforcing fabric as recommended by EIFS manufacturer. 1. Lap reinforcing mesh edges and ends a minimum of 2-1/2 inches. 2. Allow base coat to dry a minimum of 24 hours before next coating application. B. At locations indicated, install second layer of reinforcing mesh embedded in second coat of base coating, tightly butting ends and edges of mesh. C. Install expansion joints at floor lines as recommended by EIFS manufacturer. D. Apply finish coat after base coat has dried not less than 24 hours, embed finish aggregate, and finish to a uniform texture and color. E. Finish Coat Thickness: As recommended by manufacturer. F. Seal control and expansion joints within the field of exterior finish and insulation system, using procedures recommended by sealant and finish system manufacturers. G. Apply sealant at finish perimeter and expansion joints in accordance with Section 07 90 05 Joint Sealers. 3.07 FIELD QUALITY CONTROL A. See Section 01 42 19 Reference Standards for general requirements for field quality control and inspection. B. Require site attendance of EIFS system manufacturer's representative at various phases of the work to include approval of substrate prior to the commencement of the work. The manufacturer's representative shall submit a field report for each visit. C. Test air and water infiltration and structural performance in accordance with AAMA 501.2, ASTM E 783, ASTM E 1105, and AAMA 502 and/or AAMA 503. 3.08 PROTECTION A. Protect completed work from damage and soiling by subsequent work. 3.09 CLEAN-UP A. Clean EIFS surfaces and work areas of foreign materials resulting from EIFS operations. B. Remove and dispose of excess materials, containers, litters and debris, leaving work areas in clean condition. END OF SECTION 07 24 00 AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS ADDENDUM NO. 1 REVISION NO. 1 072400-8 04.15.16 05.10.16 THERMOPLASTIC MEMBRANE ROOFING 07 54 00 SECTION 07 54 00 - THERMOPLASTIC MEMBRANE ROOFING PART 1 GENERAL 1.01 SECTION INCLUDES A. Mechanically attached system with thermoplastic roofing membrane. B. Insulation, flat and tapered. C. Roofing cant strips, stack boots, roofing expansion joints, and walkway pads. 1.02 SUBMITTALS A. See Section 01 33 00 - Submittal Procedures, for submittal procedures. B. Product Data: Provide data indicating membrane materials, flashing materials, insulation, surfacing, and fasteners. 1. LEED Submittal: Include testing documentation of solar reflectance index. C. Specimen Warranty: For approval. D. Shop Drawings: Indicate joint or termination detail conditions and conditions of interface with other materials. 1. Submit shop drawings and structural analysis to include conformance of roofing system to specified loading conditions prepared by, signed sealed and dated by a qualified structural engineer registered in the State of Florida. E. Manufacturer's Installation Instructions: Indicate membrane seaming precautions and perimeter conditions requiring special attention. F. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. G. Manufacturer's Field Reports: Indicate procedures followed, ambient temperatures, humidity, wind velocity during application, and supplementary instructions given. H. Warranty: 1. Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer. 2. Submit installer's certification that installation complies with all warranty conditions for the waterproof membrane. I. Provide a Florida Product Approval for the work of this section meeting the specified loading conditions. J. Where required by authorities having jurisdiction provide a Miami -Dade County Notice of Acceptance. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 07 54 00 - 1 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 THERMOPLASTIC MEMBRANE ROOFING 07 54 00 1.03 QUALITY ASSURANCE A. Perform work in accordance with NRCA Roofing and Waterproofing Manual. B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum ten years of documented experience. C. Installer Qualifications: Company specializing in performing the work of this section: 1. With minimum three years documented experience. 2. Approved by membrane manufacturer. D. Pre -Installation Conference: Refer to Section 01 45 00 - Contractor's Quality Control for requirements. Attendance shall include roofing sub- contractor, roofing foreman, contractor's superintendent, roofing manufacturer's representative, architect, owner's representative, mechanical sub -contractor, sheet metal sub -contractor, and anyone else responsible for items penetrating or in contact with the roof. 1.04 DELIVERY, STORAGE, AND HANDLING A. Deliver products in manufacturer's original containers, dry, undamaged, with seals and labels intact. B. Store products in weather protected environment, clear of ground and moisture. C. Protect foam insulation from direct exposure to sunlight. 1.05 FIELD CONDITIONS A. Do not apply roofing membrane during unsuitable weather. B. Do not apply roofing membrane when ambient temperature is below 40 degrees F or above 90 degrees F. C. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring. D. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the same day. A. See Section 01 78 36 - Warranties, Guarantees and Bonds, for additional warranty requirements. B. Material Warranty: Provide membrane manufacturer's warranty agreeing to replace material that shows manufacturing defects within 5 years after installation. C. System Warranty: Provide manufacturer's system warranty agreeing to repair or replace roofing that leaks or is damaged due to wind or other natural causes. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 07 54 00 - 2 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrody Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 THERMOPLASTIC MEMBRANE ROOFING 07 54 00 1. Warranty Term: 20 years. 2. For repair and replacement, include costs of both material and labor in warranty. PART 2 PRODUCTS 2.01 MANUFACTURERS A. PVC Membrane Materials: 1. Basis of Design Manufacturer: Johns Manville Corporation: www.m.com. a. Florida Product Approval: 9930.1. 2. Carlisle Roofing Systems, Inc; Sure -Flex PVC KEE: www.carlisle- syntec.com. 3. Sika Corporation - Roofing; Sarnafil PVC: uso.sarnafil.sika.com. 4. Versico, a division of Carlisle Construction Materials Inc; VersiFlex PVC: www.versico.com. 5. Substitutions: Not permitted. B. Insulation: 1. Atlas Roofing Corporation: www.atlasroofing.com. 2. Carlisle SynTec; SecurShield Insulation: www.carlisle-syntec.com. 3. GAF: www.gaf.com. 4. Versico, a division of Carlisle Construction Materials Inc; SecurShield Insulation: www.versico.com. 2.02 ROOFING MEMBRANE AND ASSOCIATED MATERIALS A. Membrane: 1. Material: Polyvinyl chloride complying with ASTM D4434/D4434M. 2. Reinforcing: Thermoplastic membrane with polyester reinforcement and lacquer coating.. 3. Thickness: 0.060 inch, minimum. 4. Sheet Width: Factory fabricated into largest sheets possible. 5. Solar Reflectance: 0.75, minimum, initial, and 0.65, minimum, 3- year, certified by Cool Roof Rating Council. 6. Color: White. 7. Acceptable Product: Sarnafil S327 RhinoBond. B. Seaming Materials: As recommended by membrane manufacturer. C. Membrane Fasteners: As recommended and approved by membrane manufacturer. D. Flexible flashing: minimum 40 mil thick self adhering rubberized asphalt adhe AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 07 54 00 - 3 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 THERMOPLASTIC MEMBRANE ROOFING 07 54 00 1. Acceptable products include the following: a. Grace Construction Products: Ice and Water Shield b. Carlisle Coatings and Waterproofing: WIP 200HT C. Henry company: Blueskin PE 200HT 2.03 INSULATION A. Polyisocyanurate Board Insulation: Rigid cellular foam, complying with ASTM C1289, Type 11, Class 2, polymer bonded glass fiber mat both faces and with the following characteristics: 1. Board Size: 48 by 96 inch. 2. Board Thickness: 1 inch minimum. 3. Tapered Board: Slope as indicated; minimum thickness 1 /2 inch; fabricate of fewest layers possible. 4. Thermal Resistance: R-value of 5.6 per inch. 5. Board Edges: Square. 6. Manufacturers: a. Atlas Roofing Corporation; ACFoam-IV and Tapered ACFoarm-IV: www.atiasroofing.com. b. Dow Chemical Co: www.dow.com. C. GAF; EnergyGuard Ultra Polylso Tapered Insulation: www.gaf.com/sle. d. Versico, a division of Carlisle Construction Materials, Inc; SecurShield Insulation: www.versico.com. 7. Substitutions: See Section 01 25 13 - Product Substitution Procedures. 2.04 ACCESSORIES A. Prefabricated Roofing Expansion Joint Flashing: Sheet butyl over closed - cell foam backing seamed to galvanized steel flanges. B. Stack Boots: Prefabricated flexible boot and collar for pipe stacks through membrane; elastomeric material compatible with membrane. C. Pre -Cut Tapered Insulation: 1. Manufacturers: a. Atlas Roofing Corporation; Gemini Pre -Cut Crickets, Gemini One -Piece Drain Set, Gemini One -Piece Miter, and Gemini Tapered Edge Strip: www.atlasroofing.com. b. Substitutions: See Section 01 25 13 -Product Substitution Procedures. AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 07 54 00 - 4 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 THERMOPLASTIC MEMBRANE ROOFING 07 54 00 D. Insulation Joint Tape: Glass fiber reinforced type as recommended by insulation manufacturer, compatible with roofing materials; 6 inches wide; self adhering. E. Insulation Fasteners: Appropriate for purpose intended and approved by roofing manufacturer. 1. Length as required for thickness of insulation material and penetration of deck substrate, with metal washers. 2. All fasteners, anchors, nails, straps, bars, etc. shall be post - galvanized steel, aluminum or stainless steel. Mixing metal types and methods of contact shall be assembled in such a manner as to avoid galvanic corrosion. Fasteners for attachment of metal to masonry shall be expansion type fasteners with stainless steel pins. All concrete fasteners and anchors shall have a minimum embedment of 1-1 /4 inch (32 mm) and shall be approved for such use by the fastener manufacturer. All miscellaneous wood fasteners and anchors used for flashings shall have a minimum embedment of 1 inch (25 mm) and shall be approved for such use by the fastener manufacturer. F. Membrane Adhesive: As recommended by membrane manufacturer. G. Surface Conditioner for Adhesives: Compatible with membrane and adhesives. H. Thinners and Cleaners: As recommended by adhesive manufacturer, compatible with membrane. I. Metal Backer Fastening Strip: 6-inch wide, 16 gauge, to allow for 6 - 12 inches on -center fastening of roofing membrane, as required by roofing system manufacturer. J. Sealants: As recommended by membrane manufacturer. K. Walkway Pads: Suitable for maintenance traffic, contrasting color or otherwise visually distinctive from roof membrane. 1. Composition: Polyester reinforced, 0.096 inch, weldable membrane with surface embossment similar to a chevron pattern.. 2. Size: As indicated. 3. Surface Color: As selected by the Architect from manufacturer's full line. PART 3 EXECUTION 3.01 INSTALLATION - GENERAL A. Perform work in accordance with NRCA Roofing and Waterproofing Manual and manufacturer's instructions. B. Do not apply roofing membrane during unsuitable weather. AHCA # 23/100046-114 FLORIDA HOSPITAL-ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrody Architects, P.A. CONSTRUCTION DOCUMENTS ADDENDUM NO. 1 REVISION NO. 1 075400-5 04.15.16 05.10.16 THERMOPLASTIC MEMBRANE ROOFING 07 54 00 C. Do not apply roofing membrane when ambient temperature is outside the temperature range recommended by manufacturer. D. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring. E. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the some day. F. Coordinate the work with installation of associated counterflashings installed by other sections as the work of this section proceeds. G. Install roofing, insulation, flashings, and accessories in accordance with roofing manufacturer's published instructions and recommendations for the specified roofing system and in accordance with the requirements of the Miami -Dade Notice of Acceptance. 3.02 EXAMINATION A. Verify that surfaces and site conditions are ready to receive work. B. Verify deck is supported and secure. C. Verify deck is clean and smooth, flat, free of depressions, waves, or projections, properly sloped and suitable for installation of roof system. D. Verify deck surfaces are dry and free of snow or ice. E. Verify that roof openings, curbs, and penetrations through roof are solidly set, and nailing strips are in place. 3.03 CONCRETE DECK PREPARATION A. Fill surface honeycomb and variations with latex filler. B. Confirm dry deck by moisture meter with 12 percent moisture maximum. C. Fill all surface voids in the immediate substrate that are greater than 1 /4 inch wide with fill material acceptable to membrane manufacturer. D. Wood Nailers: Provide wood nailers at all perimeters and other locations where indicated on the drawings, of total height matching the total thickness of insulation being used. 3.04 INSULATION - UNDER MEMBRANE A. Attachment of Insulation: 1. Mechanically fasten insulation to deck in accordance with roofing manufacturer's instructions and Factory Mutual requirements, and approved shop drawings. 2. Embed second layer of insulation into full bed of adhesive in accordance with roofing and insulation manufacturers' instructions. B. Lay subsequent layers of insulation with joints staggered minimum 6 inch from joints of preceding layer. C. Place tapered insulation to the required slope pattern in accordance with manufacturer's instructions. AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 07 54 00 - 6 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 THERMOPLASTIC MEMBRANE ROOFING 07 54 00 D. On metal deck, place boards parallel to flutes with insulation board edges bearing on deck flutes. E. Lay boards with edges in moderate contact without forcing. Cut insulation to fit neatly to perimeter blocking and around penetrations through roof. F. Tape joints of insulation in accordance with roofing and insulation manufacturers' instructions. G. At roof drains, use factory -tapered boards to slope down to roof drains over a distance of 18 inches. H. Do not apply more insulation than can be covered with membrane in same day. 3.05 MEMBRANE APPLICATION A. Roll out membrane, free from wrinkles or tears. Place sheet into place without stretching. B. Shingle joints on sloped substrate in direction of drainage. C. Mechanical Attachment: Apply membrane and mechanical attachment devices in accordance with manufacturer's instructions and approved shop drawings. D. At intersections with vertical surfaces: 1. Extend membrane over cant strips and up a minimum of 4 inches onto vertical surfaces. 2. Fully adhere flexible flashing over membrane and up to nailing strips. a. Flexible Flashing Self -adhering Sheet Underlayment: 1) Install in accordance with the manufacturer's instructions and at locations shown on the Drawings to include placement under all cap flashings. 3. Secure flashing to nailing strips at 4 inches on center. E. Around roof penetrations, seal flanges and flashings with flexible flashing. F. Install roofing expansion joints where indicated. Make joints watertight. 1. Install prefabricated joint components in accordance with manufacturer's instructions. G. Coordinate installation of roof drains and sumps and related flashings. 3.06 FIELD QUALITY CONTROL A. See Section 01 45 00 - Contractor's Quality Control, for general requirements for field quality control and inspection. B. Require site attendance of roofing and insulation material manufacturers daily during installation of the Work. AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 07 54 00 - 7 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 THERMOPLASTIC MEMBRANE ROOFING 07 54 00 3.07 CLEANING A. See Section 01 74 19 - Construction Waste Management and Disposal, for additional requirements. B. Remove bituminous markings from finished surfaces. C. In areas where finished surfaces are soiled by work of this section, consult manufacturer of surfaces for cleaning advice and conform to their documented instructions. D. Repair or replace defaced or damaged finishes caused by work of this section. 3.08 PROTECTION A. Protect installed roofing and flashings from construction operations. B. Where traffic must continue over finished roof membrane, protect surfaces using durable materials. END OF SECTION 07 54 00 AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS ADDENDUM NO. 1 REVISION NO. 1 075400-8 04.15.16 05.10.16 GLAZED ALUMINUM CURTAIN WALLS 08 44 13 SECTION 08 44 13 - GLAZED ALUMINUM CURTAIN WALLS PART 1 GENERAL 1.01 SECTION INCLUDES A. Aluminum -framed curtain wall, with vision glazing and glass infill panels. 1.02 SUBMITTALS A. See Section 01 33 00 - Submittal Procedures. B. Product Data: Provide component dimensions, describe components within assembly, anchorage and fasteners, internal drainage details, glazing, and infill. C. Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances, affected related Work, expansion and contraction joint location and details, and field welding required. 1. Shop drawings and related calculations for exterior installations are to be prepared, signed, sealed and dated by an engineer registered in the State of Florida using the wind pressures shown on the Drawings and Chapter 16 of the Florida Building Code. D. Test Reports: Submit results of full-size mock-up testing. Reports of tests previously performed on the some design are acceptable. E. Design Data: Provide framing member structural and physical characteristics and engineering calculations, and identify dimensional limitations; include load calculations at points of attachment to building structure. F. Report of field testing for air infiltration, water leakage and deflection. G. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer. H. Provide a Florida Product Approval for glazed aluminum curtain walls including glazing meeting the required wind pressures. I. Where required by authorities having jurisdiction provide a Miami -Dade County Notice of Acceptance for glazed aluminum curtain walls. 1.03 QUALITY ASSURANCE A. Designer Qualifications: Design structural support framing components under direct supervision of a Professional Structural Engineer experienced in design of this Work and licensed at the State in which the Project is located. B. Manufacturer and Installer Qualifications: Company specializing in manufacturing aluminum glazing systems with minimum three years of documented experience. C. Pre -Installation Conference: The Contractor shall hold a pre -installation conference at the job site with all trades affected by the work of this AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 44 13 - 1 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZED ALUMINUM CURTAIN WALLS 08 44 13 section, to include representatives from the manufacturer and installer, at least two weeks prior to commencement of such work. The Contractor shall advise the Architect and the Owner's Representative at least three working days prior to the date of the meeting. The purpose of the meeting is to ensure the following: l . Clear understanding of drawings, specifications and approved submittal data 2. Onsite inspection and acceptance of existing conditions 3. Means and methods of installation 4. Coordination with the work of other trades 5. Schedule, delivery, storage and protection of all materials relating to the work of this section. 6. The contractor shall take and distribute minutes of the meeting to those in attendance within five working days thereafter. 1.04 MOCK-UP A. See Section 01 45 00 - Contractor Quality Control for general requirements for mock-ups. B. Mock-up shall include framing finish for both colors, separately, for approval. Refer to Article 2.05 for finish information. 1.05 DELIVERY, STORAGE, AND HANDLING A. Handle products of this section in accordance with AAMA CW-10. B. Protect finished aluminum surfaces with wrapping. Do not use adhesive papers or sprayed coatings that bond to aluminum when exposed to sunlight or weather. 1.06 FIELD CONDITIONS A. Do not install sealants when ambient temperature is less than 40 degrees F. Maintain this minimum temperature during and 48 hours after installation. 1.07 WARRANTY A. See Section 01 78 36 - Warranties, Guarantees and Bonds for additional warranty requirements. B. Correct defective Work within a five year period after Date of Substantial Completion. C. Provide five year manufacturer warranty against failure of glass seal on insulating glass units, including interpane dusting or misting. Include provision for replacement of failed units. D. Provide an Installer/Manufacturer joint warranty agreeing to replace work of this Section which fails due to defective materials or workmanship within two (2) years from the Date of Substantial Completion to: AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 44 13 - 2 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZED ALUMINUM CURTAIN WALLS 08 44 13 Failure due to defective materials or workmanship is deemed to include, but not to be limited to: a. Failures in operation of operating component or components. b. Leakage or air infiltration in excess of the specified standard. C. Deterioration of finish to an extent visible to the unaided eye. d. Defects that contribute to unsightly appearance, potential safety hazard or potential untimely failure of the work of this Section of the work as a whole. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Glazed Aluminum Curtain Walls: Basis of Design Manufacturer: Kawneer North America: www.kawneer.com; Product: 1600 System I. a. Miami -Dade NOA #14-0430.23. 2. YKK AP America Inc: www.ykkap.com. 3. West Tampa Glass. 2.02 CURTAIN WALL A. Aluminum -Framed Curtain Wall: Factory fabricated, factory finished aluminum framing members with infill, and related flashings, anchorage and attachment devices. 1. Provide flush joints and corners, weathersealed, accurately fitted and secured; prepared to receive anchors; fasteners and attachments concealed from view; reinforced as required for imposed loads. 2. Construction: Eliminate noises caused by wind and thermal movement, prevent vibration harmonics, and prevent "stack effect" in internal spaces. 3. System Internal Drainage: Drain to the exterior by means of a weep drainage network any water entering joints, condensation occurring in glazing channel, and migrating moisture occurring within system. 4. Perimeter Clearance: Minimize space between framing members and adjacent construction while allowing expected movement. B. Structural Performance Requirements: Design and size components to withstand the following load requirements without damage or permanent set. 1. Design Wind Loads: Comply with the following: a. Positive Design Wind Load: Ibf/sq ft. AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 08 44 13 - 3 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrody Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZED ALUMINUM CURTAIN WALLS 08 44 13 b. Negative Design Wind Load: Ibf/sq ft. C. Measure performance by testing in accordance with ASTM E330/E330M, using test loads equal to 1.5 times the design wind loads and 10 second duration of maximum pressure. d. Member Deflection: For spans less than 13 feet 6 inches, limit member deflection to flexure limit of glass in any direction, and maximum of 1 /175 of span or 3/4 inch, whichever is less and with full recovery of glazing materials. e. Member Deflection: For spans over 13 feet 6 inches and less than 40 feet, limit member deflection to flexure limit of glass in any direction, and maximum of 1 /240 of span plus 1 /4 inch, with full recovery of glazing materials. 2. Movement: Accommodate the following movement without damage to components or deterioration of seals: a. Expansion and contraction caused by 180 degrees F surface temperature. b. Expansion and contraction caused by cycling temperature range of 170 degrees F over a 12 hour period. C. Movement of curtain wall relative to perimeter framing. d. Deflection of structural support framing, under permanent and dynamic loads. C. Water Penetration Resistance: No uncontrolled water on indoor face when tested as follows: 1. Test Pressure Differential: 10 psf. 2. Test Method: AAMA 501.1. D. Air Leakage: Maximum of 0.06 cu ft/min sq ft of wall area, when tested in accordance with ASTM E283 at 6.27 psf pressure differential across assembly. E. Thermal Performance Requirements: 1. Condensation Resistance Factor of Framing: 50, minimum, measured in accordance with AAMA 1503. 2.03 COMPONENTS A. Aluminum Framing Members: Tubular aluminum sections, thermally broken with interior section insulated from exterior, drainage holes and internal weep drainage system. B. Glazing: As specified in Section 08 80 00. C. Infill Panels: As specified in Section 07 42 64. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS ADDENDUM NO. 1 REVISION NO. 1 084413-4 04.15.16 05.10.16 GLAZED ALUMINUM CURTAIN WALLS 08 44 13 D. Sun Screens: Shop fabricated, shop finished, extruded aluminum outriggers, louvers, and fascia, free of defects impairing strength, durability or appearance. 1. Sun Screen Configuration: As indicated on drawings. 2. Design Criteria: Design and fabricate to resist the some loads as curtain wall system. 3. Sizes: As indicated on drawings. 4. Shop fabricate to the greatest extent possible; disassemble if necessary for shipping. 5. Supplied by same manufacturer as curtain wall system. E. Mullion Extensions: As indicated on the Drawings. l . End Caps: Shop -fabricated aluminum plate or sheet; alloy and temper recommended by manufacturer for type of use and finish indicated. 2. Profiles: As indicated. 2.04 MATERIALS A. Extruded Aluminum: ASTM, B221 (ASTM B221 M). B. Structural Steel Sections: ASTM A36/A36M; shop primed. C. Structural Supporting Anchors Attached to Structural Steel: Design for bolted attachment. D. Fasteners: Stainless steel; type as required or recommended by curtain wall manufacturer. E. Structural Glazing Adhesive: Silicone, neutral cure; formulated specifically for structural sealant glazing and complying with ASTM C1 184. 1. Manufacturers: See Section 07 92 00 Joint Sealants. F. Glazing Gaskets: Type to suit application to achieve weather, moisture, and air infiltration requirements. G. Glazing Accessories: As specified in Section 08 80 00. H. Shop and Touch -Up Primer for Steel Components: Zinc oxide, alkyd, linseed oil primer appropriate for use over hand cleaned steel. I. Touch -Up Primer for Galvanized Steel Surfaces: SSPC-Paint 20, zinc rich. 2.05 FINISHES A. Superior Performing Organic Coatings: AAMA 2605 multiple coat, thermally cured polyvinylidene fluoride system. 1. This finish shall be a factory applied oven baked finish based on Kynar 500 containing a minimum of 70% by weight of Kynar pooyvinylidene. The finish shall be applied in strict accordance AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 44 13 - 5 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZED ALUMINUM CURTAIN WALLS 08 44 13 with the formulator's specification and applied by an applicator approved by the formulator. 2. Finish shall be applied over clean and treated aluminum extrusions. 3. Color #1: AAMA 2605 multiple coat, thermally cured polyvinylidene fluoride system; color f�e-. to match existing adjacent silver -finished framing, 3-Coat Duranar Sunstorm "°FGGdiG ci�"oJC700123F or 3- Coat Fluropon Classic " , manufactured by PPG or Valspar, respectively. Color #2: AAMA 2605 multiple coat, thermally cured polyvinylidene fluoride system; color to match existing adjacent bronze -finished framing, 3-Coat Duranar Sunstorm or 3-Coat Fluropon Classic. 4. The basic system is a 3-coat application consisting of primer and color coat(s). 5. A strippable liquid coating shall be applied to the top side of the PART 3 EXECUTION 3.01 EXAMINATION A. Verify dimensions, tolerances, and method of attachment with other related work. B. Verify that curtain wall openings and adjoining air and vapor seal materials are ready to receive work of this section. C. Verify that anchorage devices have been properly installed and located. 3.02 INSTALLATION A. Install curtain wall system in accordance with manufacturer's instructions. B. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and other irregularities. C. Provide alignment attachments and shims to permanently fasten system to building structure. D. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional tolerances, aligning with adjacent work. E. Provide thermal isolation where components penetrate or disrupt building insulation. F. Install sill flashings. Turn up ends and edges; seal to adjacent work to form water tight dam. G. Coordinate attachment and seal of perimeter air and vapor barrier materials. H. Pressure Plate Framing: Install glazing and infill panels in accordance with Section 08 80 00, using exterior dry glazing method. I. Install perimeter sealant in accordance with Section 07 90 05. AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 08 44 13 - 6 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 finish, GLAZED ALUMINUM CURTAIN WALLS 08 44 13 J. Touch-up minor damage to factory applied finish; replace components that cannot be satisfactorily repaired. 3.03 TOLERANCES A. Maximum Variation from Plumb: 0.06 inches every 3 ft non -cumulative or 0.5 inches per 100 ft, whichever is less. B. Maximum Misalignment of Two Adjoining Members Abutting in Plane: 1 /32 inch. C. Sealant Space Between Curtain Wall Mullions and Adjacent Construction: Maximum of 1 inch and minimum of 1 /2 inch. Include engineering for fasteners to work with the 1 inch maximum gap. 3.04 FIELD QUALITY CONTROL A. See Section 01 45 29 Testing Laboratory Services, for independent testing and inspection requirements. Inspection will monitor quality of installation and glazing. B. Test installed curtain wall for water leakage in accordance with AAMA 501.2. C. Replace curtain wall components that have failed field testing and retest until performance is satisfactory. 3.05 ADJUSTING A. Adjust operating sash for smooth operation. 3.06 CLEANING A. Remove protective material from pre -finished aluminum surfaces. B. Wash down surfaces with a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean. C. Upon completion of installation, thoroughly clean aluminum surfaces in accordance with AAMA 609 & 610. D. Remove excess sealant by method acceptable to sealant manufacturer. 3.07 PROTECTION A. Protect installed products from damage until Date of Substantial Completion. END OF SECTION 08 44 13 AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 44 13 - 7 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 SECTION 08 80 00 - GLAZING PART 1 GENERAL 1.01 SECTION INCLUDES A. Insulating glass units. B. Glazing units. C. Plastic sheet glazing units. D. Plastic films. E. Glazing compounds and accessories. 1.02 SUBMITTALS A. See Section 01 33 00 - Submittal Procedures, for submittal procedures. B. Product Data on Insulating Glass Unit, Glazing Unit, Plastic Sheet Glazing Unit, and Plastic Film Glazing Types: Provide structural, physical and environmental characteristics, size limitations, special handling and installation requirements. C. Product Data on Glazing Compounds and Accessories: Provide chemical, functional, and environmental characteristics, limitations, special application requirements. Identify available colors. D. Selection Samples: Submit two samples 12 by 12 inch in size of glass and plastic units, showing coloration and design. 1. Provide Selection Samples that closely match existing glazing adjacent to new glazing locations indicated on the Drawings. Matched glazing substrate and coating may vary slightly from that which is specified in Article 2.04, Paragraph C. Performance criteria indicated in Article 2.04, Paragraph C., shall be comparable to that which is provided for selection to match the existing glazing. Verification Samples: Submit 3 inch long bead of glazing sealant, color as selected. F. Manufacturer's Certificate: Certify that glass and glazing products meets or exceeds specified requirements. G. Warranty Documentation: Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer. 1.03 QUALITY ASSURANCE A. Perform Work in accordance with GANA (GM), GANA (SM), GANA (LGRM), IGMA TM-3000, and the Florida Building Code for glazing installation methods. 1. Refer to the Florida Building Code, Chapter 24, regarding interior glazing as it relates to deflection criteria: AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 1 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 a. "....each individual pane of glass shall be designed so the deflection of the edge of the glass perpendicular to the glass pane shall not exceed 1 /175 of the glass edge length or 3/4 inch, whichever is less, when subjected to the larger of the positive or negative load where loads are combined as specified in Section 1605." b. "Where interior glazing is installed adjacent to a walking surface, the differential deflection of two adjacent unsupported edges shall not be greater than the thickness of the panels when a force of 50 pounds per linear foot (plf) (730 N/m) is applied horizontally to one panel at any point up to 42 inches (1067 mm) above the walking surface." 2. Refer to the GANA Glazing Manual and the GANA Sealant Manual regarding interior glazing as it relates to deflection and thickness criteria: Unsupported Span Recommended Minimum from Top to Bottom Thickness of Fully Tempered of Glass Glass Up to 5 feet Over 5 feet up to 8 feet Over 8 feet up to 10 feet Over 10 feet up to 12 feet Over 12 feet up to 14 feet Over 14 feet up to 16 feet Over 16 feet up to 18 feet Over 18 feet 1 /4 inch 3/8 inch 1 /2 inch 5/8 inch 3/4 inch 7/8 inch 1 inch Not Recommended B. Safety glass products are to comply with testing requirements of 16 CFR Part 1201 for Category II materials, unless otherwise indicated in Table 2406.2 (1) of the Florida Building Code. 1. Glazing not in doors or enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs, and showers shall be permitted to be tested in accordance with ANSI Z97.1, Class A, unless otherwise indicated in Table 2406.2 (2) of the Florida Building Code. C. Subject to compliance with requirements, provide safety glass permanently marked with certification label of Safety Glazing Certification Council (SGCC) or other certification agency acceptable to authorities having jurisdiction. D. Statistical Heat Soaking Test: Identify fully tempered glass is compliant in terms of Nickel Sulfide (NiS) leading to spontaneous field breakage of fully tempered glass. AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 2 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrody Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 1. Conform to EN14179 Standard. E. Single Source fabrication responsibility: Fabrication processes, including Low E and reflective coatings, insulating, laminating, silkscreen, and tempering, shall be fabricated by a single Fabricator. 1. Glass fabricator to have 10 years of experience and meet ANSI / ASQC Q9002 1994. F. Installer Qualifications: Company specializing in performing the work of this section with minimum three years documented experience. G. Pre -Installation Conference: The Contractor shall hold a pre -installation conference at the job site with all trades affected by the work of this section, to include representatives from the manufacturer and installer, at least two weeks prior to commencement of such work. The Contractor shall advise the Architect and the Owner's Representative at least three working days prior to the date of the meeting. The purpose of the meeting is to ensure the following: 1. Clear understanding of drawings, specifications and approved submittal data 2. Onsite inspection and acceptance of existing conditions 3. Means and methods of installation 4. Coordination with the work of other trades 5. Schedule, delivery, storage and protection of all materials relating to the work of this section. 6. The contractor shall take and distribute minutes of the meeting to those in attendance within five working days thereafter. 1.04 MOCK-UPS A. See Section 01 45 00 - Contractor's Quality Control, for additional mock-up requirements. B. Before glazing, build mockups for each glass product indicated below to verify selections made under sample Submittals and to demonstrate aesthetic effects and qualities of materials and execution. Build mockups using materials indicated for the completed work. C. The full size mock-up assembly is to ensure understanding and coordination between the related trades of their required construction responsibilities, for testing and observation and for establishing standards by which the workmanship will be judged. Prior to commencing in -place construction the Contractor shall obtain written acceptance of the workmanship standards by the Architect and the Owner to include the materials, finish colors and textures and patterns of exterior walls, flashing, air and vapor membranes and of the related trades to include storefront and curtain wall, glazing, sealants, sealants and applied finishes. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 3 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 D. The location of the mock-up, if not shown on the drawings, shall be determined by the Contractor subject to the approval of the Architect and the Owner. The mock-up is to be placed in a location that will not interfere with the construction process and protected and maintained during construction for comparison with the workmanship of the in -place construction. 1.05 FIELD CONDITIONS A. Do not install glazing when ambient temperature is less than 40 degrees F. B. Maintain minimum ambient temperature before, during and 24 hours after installation of glazing compounds. 1.06 WARRANTY A. See Section 01 78 36 - Warranties, Guarantees, and Bonds, for additional warranty requirements. B. Insulating Glass Units: Provide a five (5) year manufacturer warranty to include coverage for seal failure, interpane dusting or misting, including replacement of failed units. C. Laminated Glass: Provide a five (5) year manufacturer warranty to include coverage for delamination, including replacement of failed units. D. Polycarbonate Sheet Glazing: Provide a [] year manufacturer warranty to include coverage for breakage, coating failure, abrasion resistance, including replacement of failed units. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Glass Fabricators: 1. Viracon, Inc: www.viracon.com. 2. Substitutions: Not permitted. B. Float Glass Manufacturers: 1. Viracon, Inc: www.viracon.com. 2. Substitutions: Not permitted. C. Laminated Glass Manufacturers: 1. Viracon, Architectural Glass segment of Apogee Enterprises, Inc: www.viracon.com. 2. Substitutions: Not permitted. D. Fire -Resistance -Rated Glass Manufacturers: 1. SAFTI FIRST, a division of O'Keeffe's Inc; SuperLite II -XL: www.safti.com. 2. Technical Glass Products; Firelite Plus: www.fireglass.com. 3. Vetrotech Saint-Gobain North America; Contraflam: www.vetrotechuso.com. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 4 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 4. Substitutions: Not permitted. E. Fire -Protection -Rated Glass Manufacturers: 1. SAFTI FIRST, a division of O'Keeffe's Inc; SuperLite II -XL: www.safti.com. 2. SCHOTT North America Inc; PYRAN Platinum: www.us.schott.com. 3. Technical Glass Products; Firelite Plus: www.fireglass.com. 4. Vetrotech Saint-Gobain North America; Contraflam: www.vetrotechusa.com. 5. Substitutions: Not permitted. F. Obscure Glass Manufacturers: 1. Oldcastle Glass: www.oldcastleglass.com. 2. McGrory Glass, Inc.. 3. Substitutions: Refer to Section 01 25 13 - Product Substitution Procedures. G. Mirrored Glass Manufacturers: 1. Pilkington North America Inc; Pilkington Mirropane Transparent Mirror: www.pilkington.com/na. 2. Substitutions: Not permitted. H. Plastic Sheet Glazing Manufacturers: 1. Altuglas International: www.altuglasint.com. 2. American Acrylic Corp: www.americanacrylic.com. 3. Bayer MaterialScience LLC: www.sheffieldplastics.com. 4. Evonik Industries: www.acrylite.net. 5. Plazit Polygal, the Plastic Sheets Group: www.plazit-polygal.com. 6. Louvers International. 7. Substitutions: Not permitted. I. Plastic Films Manufacturers: 1. Flexvue Films: www.flexvuefilms.com. 2. 3M Window Film: www.3m.com. 3. Substitutions: Not permitted. 2.02 PERFORMANCE REQUIREMENTS - EXTERIOR GLAZING ASSEMBLIES A. Select type and thickness of exterior glazing assemblies to withstand dead and live loads caused by positive and negative wind pressure acting normal to plane of glass. 1. Design Pressure: Calculated in accordance with applicable codes. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 5 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 2. Comply with ASTM El 300 for design load resistance of glass type, thickness, dimensions, and maximum lateral deflection of supported glass. 3. Provide glass edge support system sufficiently stiff to limit the lateral deflection of supported glass edges to less than 1 /175 of their lengths under specified design load. 4. Glass thicknesses listed are minimum. B. Vapor Retarder and Air Barrier Seals: Provide completed assemblies that maintain continuity of building enclosure vapor retarder and air barrier. l . In conjunction with vapor retarder and joint sealer materials described in other sections. a. Refer to Section 07 25 00. 2. To maintain a continuous vapor retarder and air barrier throughout the glazed assembly from glass pane to heel bead of glazing sealant. C. Thermal and Optical Performance: Provide glass products with performance properties as indicated. Performance properties are in accordance with manufacturer's published data as determined with the following procedures and/or test methods: 1. Center of Glass U-Value: Comply with NFRC 100 using Lawrence Berkeley National Laboratory (LBNL) WINDOW 5.2/6.3 computer program. 2. Center of Glass Solar Heat Gain Coefficient (SHGC): Comply with NFRC 200 using Lawrence Berkeley National Laboratory (LBNL) WINDOW 5.2/6.3 computer program. 3. Solar Optical Properties: Comply with NFRC 300 test method. 2.03 GLASS MATERIALS A. Float Glass: Provide float glass based glazing unless noted otherwise. 1. Annealed Type: ASTM C1036, Type I - Transparent Flat, Class 1 - Clear, Quality-M. 2. Heat -Strengthened and Fully Tempered Types: ASTM C1048, Kind HS and FT. 3. Fully Tempered Safety Glass: Complies with ANSI Z97.1 and 16 CFR 1201 criteria. 4. Impact Resistant Safety Glass: Complies with ANSI Z97.1 and 16 CFR 1201 criteria; Class A/Category 11. 5. Tinted Type: ASTM C1036, Class 2 -Tinted, Quality-Q3, color and performance characteristics as indicated. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 6 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 6. Patterned Glass Type: ASTM C1036, Type II - Patterned Flat Glass, Quality-Q5, Form 3 - Patterned glass, color and performance characteristics as indicated. 7. Thicknesses: As indicated; provide greater thickness as required for exterior glazing wind load design. B. Laminated Glass: Float glass laminated in accordance with ASTM C1 172. 1. Laminated Safety Glass: Complies with ANSI Z97.1 and 16 CFR 1201 test requirements for Category II. 2.04 INSULATING GLASS UNITS A. Insulating Glass Units Manufacturers: 1. Any of the manufacturers specified for float glass. 2. Fabricator certified by glass manufacturer for type of glass, coating, and treatment involved and capable of providing specified warranty. Insulating Glass Units: Types as indicated. 1. Durability: Certified by an independent testing agency to comply with ASTM E2190. 2. Coated Glass: Comply with requirements of ASTM C1376 for pyrolytic (hard -coat) or magnetic sputter vapor deposition (soft - coat) type coatings on flat glass; coated vision glass, Kind CV; coated overhead glass, Kind CO; or coated spandrel glass, Kind CS. 3. Metal Edge Spacers: Aluminum, bent and soldered corners. 4. Spacer Color: Black. 5. Edge Seal: a. Dual -Sealed System: Provide polyisobutylene sealant as primary seal applied between spacer and glass panes, and silicone sealant as secondary seal applied around perimeter. 6. Seal Color: Black. 7. Purge interpane space with dry air, hermetically sealed. 8. Capillary Tubes: Provide tubes from air space for insulating glass units without inert type gas that have a change of altitude greater than 2500 feet between point of fabrication and point of installation to permit pressure equalization of air space. a. Capillary Tubes: Tubes to remain open and be of length and material type in accordance with insulating glass fabricator's requirements. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS ADDENDUM NO. 1 REVISION NO. 1 04.15.16 05.10.16 GLAZING 08 80 00 C. Type 1 - Insulating Glass Units: Insulating Hurricane Resistant Laminated Low E Glass. 1. Applications: Exterior glazing unless otherwise indicated. 2. Space between lites filled with air. a. Insulated / Laminated BlueGreen Glass: 1-5/16" VRE1-46 Insulating Laminated Blue Green HS/HS; Viracon b. Makeup: 1/4" Clear heat strengthened with VRE-46 #2; clear interlayer; 1 /4" Blue Green heat strengthened. 1) Interlayer: As required by NOA. C. Performance Data: 1) V LT: 35% R Out: 34% Winter U: 0.29 Summer U: 0.26 SC: 0.31 SHGC: 0.27 LSG: 1.30 3. I-#�HP-gat-SiFeRgtheRed flGGt glncS,1/4 TGh thrG-k, miRiFR GTIFR 7"1"IITTTTfT P Tint- RI-tQC:,rtztQP_ AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 8 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 5. TheFr„Gq 1. T.F.�,5r�it#Gr�c-e-( I-V G 1 U e) , S Irn Fn er - reRteF G eS6: AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 9 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 2.05 GLAZING UNITS A. Monolithic Exterior Vision Glazing: 1. Applications: Exterior glazing unless otherwise indicated. 2. Glass Type: Annealed float glass. 3. Tint: Clear. 4. Thickness: 1 /4 inch, nominal. B. Monolithic Interior Vision Glazing: l . Applications: Interior glazing unless otherwise indicated. 2. Glass Type: Fully tempered float glass. 3. Tint: Clear. 4. Thickness: 1 /4 inch, nominal. C. Fire -Resistance -Rated Glazing: Type, thickness, and configuration as required to achieve indicated ratings. 1. Applications: a. Glazed lites in fire doors. b. Fire windows. C. Sidelights, borrowed lites, and other glazed openings in partitions indicated as having an hourly fire rating. 2. Glass Type: Laminated float glass. 3. Labeling: Provide permanent label on fire -rated glazing in compliance with ICC (IBC) and authorities having jurisdiction. 4. Provide products listed by Underwriters Laboratories or Intertek Warnock Hersey. 5. Safety Glazing Certification: 16 CFR 1201 Category II. 6. Fire -Resistance -Rating Period: 20 minutes. 7. Markings for Fire -Rated Glazing Assemblies: a. "W" - meets wall assembly criteria of ASTM E1 19 or UL 263 fire test standards. b. "OH" - meets fire window assembly criteria including the hose stream test of NFPA 257 or UL 9 fire test standards. C. "D" - meets fire door assembly criteria of NFPA 252, UL 1013, or UL 1 OC fire test standards. d. "H" - meets fire door assembly "Hose Stream" test of NFPA 252, UL 10B, or UL 1 OC fire test standards. e. "NH" - does not meet the hose stream test requirements of tests. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 10 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 f. "T' - meets 450 degrees F temperature rise criteria for 30 minutes of NFPA 252, UL 1 OB, or UL 1 OC fire test standards. g. "NT' - does not meet the temperature requirements of tests. 8. Acceptable Products: a. SAFTI FIRST, a division of O'Keeffe's Inc; SuperLite II -XL: www.safti.com. b. Technical Glass Products; Pilkington Pyrostop: www.fireglass.com. C. Vetrotech Saint-Gobain North America; Contraflam: www.vetrotechusa.com. d. Substitutions: Not permitted. D. Fire -Protection -Rated Glazing: Type, thickness, and configuration as required to achieve indicated ratings. 1. Applications: a. Glazed lites in fire doors. b. Fire windows. C. Sidelights, borrowed lites, and other glazed openings in partitions indicated as having an hourly fire rating. d. Other locations as indicated on the drawings. 2. Glass Type: Laminated float glass. 3. Labeling: Provide permanent label on fire -rated glazing in compliance with ICC (IBC) and authorities having jurisdiction. 4. Provide products listed by Underwriters Laboratories or Intertek Warnock Hersey. 5. Safety Glazing Certification: 16 CFR 1201 Category II. 6. Florida Building Code Fire Protection Rating Marking: a. W-120 for 2-HR FR Assemblies b. W-90 for 1-1/2-HR FIR Assemblies C. D-H-T-90 for 1-1 /2-HR FIR Door Vision Panel d. OH-45 or W-60 for 1-HR FIR Assemblies (incidental separation condition only) e. D-H-T-W-60 for 1-HR FIR Door Vision Panel and FIR Assemblies f. D-H-NT-45 for 3/4-HR FIR Assemblies g. OH-20 or W-30 for 1 /3-HR FIR Assemblies 7. Markings for Fire -Rated Glazing Assemblies: a. "W" - meets wall assembly criteria of ASTM E1 19 or UL 263 fire test standards. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 1 1 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 b. "OH" - meets fire window assembly criteria including the hose stream test of NFPA 257 or UL 9 fire test standards. C. "Y - meets fire door assembly criteria of NFPA 252, UL 1 OB, or UL 1 OC fire test standards. d. "H" - meets fire door assembly "Hose Stream" test of NFPA 252, UL 1 OB, or UL 1 OC fire test standards. e. "NH" - does not meet the hose stream test requirements of tests. f. '7 - meets 450 degrees F temperature rise criteria for 30 minutes of NFPA 252, UL 1 OB, or UL 1 OC fire test standards. g. "NT' - does not meet the temperature requirements of tests. 8. "T" Marked Products: Where D-H-T-90 or D-H-T-60 fire -protection - rated glazing marking is indicated, provide one of the following products: a. SAFTI FIRST, a division of O'Keeffe's Inc; SuperLite II -XL: www.safti.com. b. SAFTI FIRST, a division of O'Keeffe's Inc; SuperLite III -XL: www.safti.com. C. Technical Glass Products; Pilkington Pyrostop: www.fireglass.com. d. Vetrotech Saint-Gobain North America; Contraflam: www.vetrotechuso.com. e. Vetrotech Saint-Gobain North America; Keralite ULTRA: www.vetrotechusa.com. f. Substitutions: Not permitted. 9. "NT' Marked Products: Where D-H-90 (or D-H-NT-90), D-H-60 (or D-H- NT-60), D-H-45 (or D-H-NT-45), D-H-20 (or D-H-NT-20), or any "OH" fire - protection -rated glazing marking is indicated, provide one of the following products or any'T' fire -protection -rated glazing marked product of equal or higher rating period: a. SAFTI FIRST, a division of O'Keeffe's Inc; SuperLite I-W: www.safti.com. b. SAFTI FIRST, a division of O'Keeffe's Inc; SuperLite X-45/60/90: www.safti.com. C. SCHOTT North America Inc; Pyran Platinum: www.us.schott.com. d. SCHOTT North America Inc; Pyran Platinum F (film): www.us.schott.com. e. SCHOTT North America Inc; Pyran Platinum L: www.us.schott.com. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 12 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 f. Technical Glass Products; Firelite: www.fireglass.com. g. Technical Glass Products; Firelite Plus: www.fireglass.com. h. Technical Glass Products; Firelite NT: www.fireglass.com. i. Technical Glass Products; Firelite IGU: www.fireglass.com. j. Vetrotech Saint-Gobain North America; Keralite R: www.vetrotechusa.com. k. Vetrotech Saint-Gobain North America; Keralite F (film): www.vetrotechuso.com. I. Vetrotech Saint-Gobain North America; Keralite L: www.vetrotechusa.com. M. Substitutions: Refer to Section 01 25 13 - Product Substitution Procedures. 10. "NH" Marked Products: Where D-20 (or D-NH-NT-20) fire -protection - rated glazing marking is indicated, provide one of the following products or any 'T' or "NT' fire -protection -rated glazing marked product specified above: a. SAFTI FIRST, a division of O'Keeffe's Inc; SuperLite I: www.safti.com. b. SAFTI FIRST, a division of O'Keeffe's Inc; SuperLite I -XL: www.safti.com. C. SAFTI FIRST, a division of O'Keeffe's Inc; SuperLite I -XL IGU: www.safti.com. d. Technical Glass Products; Fireglass20: www.fireglass.com. e. Vetrotech Saint-Gobain North America; Pyroswiss US: www.vetrotechusa.com. f. Substitutions: Refer to Section 01 25 13 - Product Substitution Procedures. E. Monolithic Safety Glazing: Non -fire -rated. 1. Applications: a. Glazed lites in doors, except fire doors. b. Glazed sidelights to doors, except in fire -rated walls and partitions. C. Other locations required by applicable federal, state, and local codes and regulations. d. Other locations indicated on the drawings. 2. Glass Type: Laminated safety safety glass as specified. 3. Tint: Clear. 4. Thickness: 1 /4 inch, nominal. F. Security Glazing: Laminated glass, 2-Ply. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 13 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 1. Applications: Locations as indicated on the drawings. 2. Tint: Clear. 3. Thickness: 1 /2 inch. 4. Outer Lite: Heat -strengthened glass. 5. Interlayer: Polyvinyl butyral (PVB), thickness as required to meet performance criteria. 6. Inside Lite: Heat -strengthened glass. G. Obscure - Patterned Glazing: Cast or molded glass; translucent, showing shadows but not form. 1. Applications: Locations as indicated on the drawings. 2. Tint: Clear. 3. Glass Type: Annealed. H. Decorative Glazing: Interior glazing. 1. Applications: Locations as indicated on the drawings. 2. Tint: Clear. 3. Glass Type: Annealed. I. Glass Shelves: 1. Applications: Locations as indicated on the drawings. 2. Tint: Clear. 3. Glass Type: Fully tempered float glass with ground edges and corners; ASTM C1048. 4. Thickness: 1 /4 inch, nominal. J. Radiation Shielding Glazing: Transparent lead -bearing glass for gamma and/or x-ray protection. Shall meet or exceed Federal Specification DD- G-451 and NCRP Report No. 147. Refer to section 13 49 05, X-Ray Shielding Protection. 1. Applications: Vision panels located in lead -lined partitions and other locations indicated on the drawings. 2. Provide Glass Code: RWB46 as required by the Medical Physicist with minimum Lead Equivalence in mm at stated X-Ray Potential. 3. Coordinate through General Contractor, Architect, and Owner. 4. Cleaning for radiation shielding glass: Do not use harsh abrasive cleaning chemicals or materials. 5. Thickness: 1-1/4 inch, nominal. K. Sound Control Glazing: Laminated double insulating glass. 1. Applications: Locations as indicated on the drawings. 2. Tint: Clear. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 14 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrody Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 3. Sound Reduction Index: Provide STC of 34 dB, in accordance with ASTM E90. 4. Overall Thickness: As required to meet STC rating as indicated. 5. Laminated Double Insulating Glass: a. Outer Layer, Outboard Side: Annealed glass. 1) Thickness: 3/16 inch. b. Interlayer: Polyvinyl butyral (PVB), thickness as required to meet performance criteria. C. Outer Layer, Inboard Side: Annealed glass. 1) Thickness: 3/16 inch. d. Air Space: 1 /2 inch, filled with air. e. Inner Layer, Outboard Side: Annealed glass. 1) Thickness: 1 /4 inch. f. Interlayer: Polyvinyl butyral (PVB), thickness as required to meet performance criteria. g. Inner Layer, Inboard Side: Annealed glass. 1) Thickness: 1 /4 inch. L. Transparent One -Way Mirror: Mirror quality float glass with pyrolytic (hard coat) type coating located on high light level surface of glass; ASTM C 1376. 1. Applications: Locations as indicated on the drawings. 2. Thickness: 1 /4 inch. 3. Glass Tint: Grey. 4. Glass Type: Annealed. 2.06 PLASTIC SHEET GLAZING UNITS A. Polycarbonate Sheet: Ultraviolet stabilized. 1. Applications: Locations as indicated on the drawings. 2. Type: Monolithic (single layer solid) sheet. 3. Silicone abrasion resistant coating for scratch resistance. 4. Tint: Clear. 5. Thickness: 1 /4 inch. 6. Acceptable Products: a. Bayer MaterialScience LLC; Makrolon UV: www.sheffieldplastics.com. b. Altuglas International: www.altuglasint.com. C. SABIC Innovative Plastics: www.sabic-ip.com. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 15 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 d. Plazit Polygal, the Plastic Sheets Group; Monogal 1 UV: www.plazit-polygal.com. e. Substitutions: Refer to Section 01 25 13 - Product Substitution Procedures. B. Acrylic Sheet: 1. Application: Locations indicated on the drawings. 2. Type: Monolithic (single layer solid) sheet. 3. Ultraviolet stabilized. 4. Tint: Clear. 5. Thickness: 1 /4 inch. 6. Acceptable Products: a. Altuglas International: www.altuglasint.com. b. American Acrylic Corp: www.americanacrylic.com. C. Evonik Industries: www.acrylite.net. d. Louvers International. e. Substitutions: Refer to Section 01 25 13 - Product Substitution Procedures. C. Fiberglass Sheet: Molded thermosetting polyester; Type 70, fiberglass fabric reinforcement; translucent. 1. Application: Locations indicated on the drawings. 2. Surface Burning Characteristics: Flame Spread Index (FSI)/Smoke Developed Index (FSI) of Class A, 25/450, maximum, when tested in accordance with ASTM E84. 3. Exterior surface coated with polyvinyl fluoride film for improved weather resistance. 4. Tint: Clear. 5. Thickness: 0.090 inch. 6. Acceptable Products: a. American Acrylic Corp: www.americanacrylic.com. b. Substitutions: Refer to Section 01 25 13 - Product Substitution Procedures. 2.07 PLASTIC FILMS A. Plastic Film: Mylar type. 1. Application: Locations indicated on the drawings. 2. Tint: Clear. 3. Thickness: inch. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 16 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 4. Acceptable Products: a. Flexvue Films: www.flexvuefilms.com. b. 3M Window Film: www.3m.com/US/arch-construct/scpd/windowfilm. C. Substitutions: Refer to Section 01 25 13 - Product Substitution Procedures. 2.08 GLAZING COMPOUNDS A. Manufacturers: 1. Dow Corning; Product: 982 Structural Silicone. 2. Substitutions: Not permitted. B. Type GC-5 - Silicone Sealant: Single component; neutral curing; capable of water immersion without loss of properties; non -bleeding, non -staining; ASTM C920, Type S, Grade NS, Class 25, Uses M, A, and G; with cured Shore A hardness range of 15 to 25; color as selected. 2.09 ACCESSORIES A. Setting Blocks: Silicone, with 80 to 90 Shore A durometer hardness; ASTM C864 Option II. Length of 0.1 inch for each square foot of glazing or minimum 4 inch x width of glazing rabbet space minus 1 /16 inch x height to suit glazing method and pane weight and area. B. Glazing Gaskets: Resilient silicone extruded shape to suit glazing channel retaining slot; ASTM C864 Option II; color black. PART 3 EXECUTION 3.01 INSTALLERS A. Acceptable Installers: 3.02 VERIFICATION OF CONDITIONS A. Verify that openings for glazing are correctly sized and within tolerances, including those for size, squareness, and offsets at corners. B. Verify that the minimum required face and edge clearances are being provided. C. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may impede moisture movement, weeps are clear, and support framing is ready to receive glazing system. D. Verify that sealing between joints of glass framing members has been completed effectively. E. Proceed with glazing system installation only after unsatisfactory conditions have been corrected. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 17 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 3.03 PREPARATION A. Clean contact surfaces with appropriate solvent and wipe dry within maximum of 24 hours before glazing. Remove coatings that are not tightly bonded to substrates. B. Seal porous glazing channels or recesses with substrate compatible primer or sealer. C. Prime surfaces scheduled to receive sealant where required for proper sealant adhesion. 3.04 INSTALLATION, GENERAL A. Install glazing in compliance with written instructions of glass, gaskets, and other glazing material manufacturers, unless more stringent requirements are indicated, including those in glazing referenced standards. B. Install glazing sealants in accordance with ASTM C1 193, GANA Sealant Manual, and manufacturer's instructions. C. Do not exceed edge pressures around perimeter of glass lites as stipulated by glass manufacturer. D. Set glass lites of system with uniform pattern, draw, bow, and similar characteristics. E. Set glass lites in proper orientation so that coatings face exterior or interior as indicated. F. Prevent glass from contact with any contaminating substances that may be the result of construction operations such as, and not limited to the following; weld splatter, fire-safing, plastering, mortar droppings, etc. 3.05 INSTALLATION - DRY GLAZING METHOD (GASKET GLAZING) A. Application - Exterior and/or Interior Glazed: Set glazing infills from either the exterior or the interior of the building. B. Place setting blocks at 1 /4 points with edge block no more than 6 inch from corners. C. Rest glazing on setting blocks and push against fixed stop with sufficient pressure on gasket to attain full contact. D. Install removable stops without displacing glazing gasket; exert pressure for full continuous contact. 3.06 INSTALLATION - STRUCTURAL SILICONE GLAZING A. Refer to Section 08 44 13 for wall framing assembly requirements. B. Application - Factory (Shop) Glazed: Follow basic guidelines of structural silicone glazing for glazing application. C. Provide design review of the glazing system and project details, adhesion testing, proper surface preparation, training and a quality service program. AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 08 80 00 - 18 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 GLAZING 08 80 00 D. Provide only structural silicone sealant, tested and manufactured for structural glazing. 3.07 INSTALLATION - PLASTIC FILM A. Install plastic film with adhesive, applied in accordance with film manufacturer's instructions. B. Place without air bubbles, creases or visible distortion. C. Install film tight to perimeter of glass and carefully trim film with razor sharp knife. Provide 1 /16 inch to 1 /8 inch gap at perimeter of glazed panel unless otherwise required. Do not score the glass. 3.08 FIELD QUALITY CONTROL A. Glass and Glazing product manufacturers to provide field surveillance of the installation of their products. B. Monitor and report installation procedures and unacceptable conditions. 3.09 CLEANING A. Remove excess glazing materials from finish surfaces immediately after application using solvents or cleaners recommended by manufacturers. B. Remove non -permanent labels immediately after glazing installation is complete. C. Clean glass and adjacent surfaces after sealants are fully cured. D. Clean glass on both exposed surfaces not more than 4 days prior to Date of Substantial Completion in accordance with glass manufacturer's written recommendations. 3.10 PROTECTION A. After installation, mark pane with an 'X' by using removable plastic tape or paste; do not mark heat absorbing or reflective glass units. B. Remove and replace glass that is damaged during construction period prior to Date of Substantial Completion. END OF SECTION 08 80 00 AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrody Architects, P.A. CONSTRUCTION DOCUMENTS ADDENDUM NO. 1 REVISION NO. 1 04.15.16 05.10.16 FLORIDA HOSPITAL Zephyrhills Hunton A RCxiTECTS ED Expansion & Ortho Renovation Zephyrhills, FL HB# H-15027.00 AHCA # 231100046-114 HuntonBrady Architects P.A. (Architect) TLC, Engineering for Architecture (MEP / FP Engineer) BBM Structural Engineers (Structural Engineer) Project Manual Construction Documents Volume 2 May 10, 2016 TABLE OF CONTENTS 0001 10 SECTION 00 01 10 - TABLE OF CONTENTS PROCUREMENT AND CONTRACTING REQUIREMENTS DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMEN 00 01 10 - Table of Contents (Revised as part of Addendum No. 1 Revision No. 1, dated 05.10.16) SPECIFICATIONS DIVISION 21 - FIRE SUPPRESSION 21 01 00 - BASIC FIRE PROTECTION REQUIRMENTS 21 05 00 - COMMON WORK RESULTS FIRE SUPPRESSION 21 11 00 - FACILITY FIRE SUPPRESSION WATER SERVICE PIPING 21 12 00 - FIRE SUPPRESSION STANDPIPES 21 13 13- WET PIPE SPRINKLER SYSTEMS DIVISION 22 -- PLUMBING 22 01 00 - BASIC PLUMBING REQUIREMENTS 22 05 00 - COMMON WORK RESULTS PLUMBING 22 05 19 - METERS & GAGES PLUMBING PIPING 22 05 23 - GENERAL DUTY VALVES PLUMBING PIPING 22 05 29 - HANGERS & SUPPORTS PLUMBING PIPING & EQUIPMENT 22 05 53 - IDENTIFICATION PLUMBING PIPING & EQUIPMENT 22 07 00 - PLUMBING INSULATION 22 08 00 - COMMISSIONING OF PLUMBING 22 11 16 - DOMESTIC WATER PIPING 22 11 19 - DOMESTIC WATER PIPING SPECIALTIES 22 13 16 - SANITARY WASTE & VENT PIPING 22 13 19 -SANITARY WASTE PIPING SPECIALTIES 22 14 13 - FACILITY STORM DRAINAGE PIPING 22 14 23 - STORM DRAINGE PIPING SPECIALTIES 22 14 29 - SUMP PUMPS ` 22 43 00 - HEALTHCARE PLUMBING FIXTURES 22 45 00 - EMERGENCY PLUMBING FIXTURES 22 62 13 -VACUUM PIPING LABS & HEALTHCARE FACILITIES 22 63 13 - GAS PIPING HEALTHCARE FACILITIES DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) 23 01 00 - BASIC MECHANICAL REQUIREMENTS 23 01 30 - HVAC AIR DISTRIBUTION SYSTEM CLEANING AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 0001 10 - 1 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 TABLE OF CONTENTS 0001 10 23 05 00 - COMMON WORK RESULTS HVAC 23 05 13 - COMMON MOTOR REQUIREMENTS HVAC EQUIPMENT 23 05 17 - SLEEVES & SLEEVE SEALS HVAC PIPING 23 05 19 - METERS & GAGES HVAC PIPING 23 05 23 - GENERAL DUTY VALVES HVAC PIPING 23 05 29 - HANGERS & SUPPORTS HVAC PIPING & EQUIPMENT 23 05 48 - VIBRATION CONTROLS HVAC PIPING & EQUIPMENT 23 05 53 - IDENTIFICATION HVAC PIPING & EQUIPMENT 23 05 93 -TESTING ADJUSTING BALANCING HVAC 23 07 00 - HVAC INSULATION 23 08 00 - COMMISSIONING OF HVAC 23 09 00 - BUILDING CONTROL SYSTEMS (Revised as part of Addendum No. 1 Revision No. 1, dated 05.10.16) 23 21 13 - HYDRONIC PIPING 23 21 16 - HYDRONIC PIPING SPECIALITIES 23 22 13 - STEAM & CONDENSATE HEATING PIPING 23 22 16 - STEAM & CONDENSATE PIPING SPECIALTIES 23 31 13 - METAL DUCTS 23 33 00 - AIR DUCT ACCESSORIES 23 34 16 - CENTRIFUGAL HVAC FANS 23 34 23 - HVAC POWER VENTILATORS 23 36 00 - AIR TERMINAL UNITS 23 37 13 - DIFFUSERS, REGISTERS, & GRILLES 23 37 23 - HVAC GRAVITY VENTILATORS 23 41 00 -PARTICULATE AIR FILTRATION 23 41 33 - HIGH EFFICIENCY PARTICULATE FILTRATION 23 73 14 - OUTDOOR CENTRAL STATION AHU 23 82 19 - FAN COIL UNITS DIVISION 26 -- ELECTRICAL 26 00 10 - BASIC ELECRICAL REQUIREMENTS 26 05 19 - LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 05 26 - GROUNDING AND BONDING ELECTRICAL SYSTEMS 26 05 29 - HANGERS & SUPPORTS ELECTRICAL SYSTEMS 26 05 33 - RACEWAYS & BOXES ELECTRICAL SYSTEMS 26 05 43 - UNDERGROUND DUCTS & RACEWAYS ELECTRICAL SYSTEMS AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 0001 10-2 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 TABLE OF CONTENTS 0001 10 26 05 44 - SLEEVE & SLEEVE SEALS ELECTRICAL RACEWAYS & CABLING 26 05 53 - IDENTIFICATION ELECTRICAL SYSTEMS 26 09 23 - LIGHTING CONTROL DEVICES 26 22 00 - LOW VOLTAGE TRANSFORMERS 26 24 13 - SWITCHBOARDS 26 24 16 - PANELBOARDS 26 27 26 - WIRING DEVICES 26 28 13 - FUSES 26 28 16 - ENCLOSED SWITCHES & CIRCUIT BREAKERS 26 29 13 - ENCLOSED CONTROLLERS 26 41 13 - LIGHTNING PROTECTION STRUCTURES 26 43 13 - SURGE PROTECTIVE DEVICES LOW VOLTAGE ELECTRICAL POWER CIRCUITS 26 44 25 - TRANSIENT VOLTAGE SURGE SUPPRESSION 26 51 00 - INTERIOR LIGHTING (Revised as part of Addendum No. 1 Revision No. 1, dated 05.10.16) DIVISION 27 -- COMMUNICATIONS 27 00 10 -TECHNOLOGY SYSTEMS GENERAL PROVISIONS 27 05 26 - GROUNDING & BONDING TELECOMMUNICATION SYSTEMS 27 05 28 - PATHWAYS & SPACES STRUCTURED CABLING SYSTEMS 27 10 00 -STRUCTURED CABLING SYSTEM 27 41 34 - BROADBAND DISTRIBUTION SYSTEM EXTENSION 27 51 13 - OVERHEAD PAGING SYSTEM 27 52 23 - NURSE CALL SYSTEM DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY 28 05 00 - COMMUNICATIONS GENERAL PROVISIONS 28 10 00 - SECURITY SYSTEMS 28 20 00 - CLOSED CIRCUIT TELEVISION SYSTEM 28 30 00 - INTERCOM SYSTEM 28 31 11 - ADDRESSABLE FIRE ALARM SYSTEM DIVISION 31 -- EARTHWORK (NOT USED) DIVISION 32 -- EXTERIOR IMPROVEMENTS (NOT USED) DIVISION 33 -- UTILITIES (NOT USED) DIVISION 41 -- MATERIAL PROCESSING AND HANDLING EQUIPMENT (NOT USED) END OF SECTION 00 01 10 AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 0001 10-3 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 ADDENDUM NO. 1 REVISION NO. 1 05.10.16 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 SECTION 23 09 00 - BUILDING CONTROL SYSTEM FOR HVAC PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. Additionally, refer to Florida Hospital Policy 670.002 for standards, qualification and procedures for all work, installations and service pertaining to controls. B. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes control equipment for HVAC systems and components, including control components for terminal heating and cooling units not supplied with factory -wired controls. 1.03 DEFINITIONS A. DDC: Direct digital control. B. 1/0: Input/output. C. LonWorks: A control network technology platform for designing and implementing interoperable control devices and networks. D. MS/TP: Master slave/token passing. E. TCP/IP: Transmission Control Protocol/Internet Protocol F. PC: Personal computer. G. RTD: Resistance temperature detector. 1.04 SYSTEM PERFORMANCE A. Comply with the following performance requirements: Graphic Display: Display graphic with minimum 20 dynamic points with current data within 10 seconds. 2. Graphic Refresh: Update graphic with minimum 20 dynamic points with current data within 8 seconds. AHCA #23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 1 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 3. Object Command: Reaction time of less than two seconds between operator command of a binary object and device reaction. 4. Object Scan: Transmit change of state and change of analog values to control units or workstation within six seconds. 5. Alarm Response Time: Annunciate alarm at workstation within 45 seconds. Multiple workstations must receive alarms within five seconds of each other. 6. Program Execution Frequency: Run capability of applications as often as five seconds, but selected consistent with mechanical process under control. Performance: Programmable controllers shall execute DDC PID control loops, and scan and update process values and outputs at least once per second. 8. Reporting Accuracy and Stability of Control: Report values and maintain measured variables within tolerances as follows: a. Water Temperature: Plus or minus 1 deg F. b. Water Flow: Plus or minus 5 percent of full scale. c. Water Pressure: Plus or minus 2 percent of full scale. d. Space Temperature: Plus or minus 1 deg F. e. Ducted Air Temperature: Plus or minus 1 deg F. f. Outside Air Temperature: Plus or minus 2 deg F. g. Dew Point Temperature: Plus or minus 3 deg F. h. Temperature Differential: Plus or minus 0.25 deg F. i. Relative Humidity: Plus or minus 5 percent. j. Airflow (Pressurized Spaces): Plus or minus 3 percent of full scale. k. Airflow (Measuring Stations): Plus or minus 5 percent of full scale. I. Airflow (Terminal): Plus or minus 10 percent of full scale. m. Air Pressure (Space): Plus or minus 0.01-inch wg. n. Air Pressure (Ducts): Plus or minus 0.1-inch wg. o. Carbon Monoxide: Plus or minus 5 percent of reading. p. Carbon Dioxide: Plus or minus 50 ppm. q. Electrical: Plus or minus 5 percent of reading. 1.05 SUBMITTALS A. Data Communications Protocol Certificates: Certify that each proposed DDC system component complies with ASHRAE 135. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 2 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 B. Retain two paragraphs and associated subparagraphs below for general submittal requirements for controls systems. Product Data: Include manufacturer's technical literature for each control device. Indicate dimensions, capacities, performance characteristics, electrical characteristics, finishes for materials and installation and startup instructions for each type of product indicated. All controls submittals shall be submitted to the Owner to the Office of the Director of Energy Management for Florida Hospital at the same time as submitting to the Engineer, where the Engineer will consolidate the comments and resubmit them back to the General Contractor. 1.06 QUALITY ASSURANCE A. Installer Qualifications: Automatic control system manufacturer's authorized representative who is trained and approved for installation of system components required for this Project. B. 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. C. Comply with ASHRAE 135 for DDC system components. 1.07 DELIVERY, STORAGE, AND HANDLING A. Factory -Mounted Components: Where control devices specified in this Section are indicated to be factory mounted on equipment, arrange for shipping of control devices to equipment manufacturer. B. System Software: Update to latest version of software at Project completion. 1.08 COORDINATION A. Coordinate location of thermostats, humidistats, and other exposed control sensors with plans and room details before installation. B. Coordinate equipment with Division 28 Section "Intrusion Detection" to achieve compatibility with equipment that interfaces with that system and with building master clock. C. Coordinate equipment with Division 28 Section "Access Control" to achieve compatibility with equipment that interfaces with that system. D. Coordinate equipment with Division 27 Section "Clock Systems" to achieve compatibility with equipment that interfaces with that system. E. Coordinate equipment with Division 26 Section "Network Lighting Controls" to achieve compatibility with equipment that interfaces with that system. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 3 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 Coordinate equipment with Division 28 Section "Fire Detection and Alarm" to achieve compatibility with equipment that interfaces with that system. G. Coordinate supply of conditioned electrical branch circuits for control units and operator workstation. H. Coordinate equipment with Division 26 Section "Electrical Power Monitoring and Control" to achieve compatibility of communication interfaces. Coordinate equipment with Division 26 Section "Panelboards" to achieve compatibility with starter coils and annunciation devices. Coordinate equipment with Division 26 Section "Motor -Control Centers" to achieve compatibility with motor starters and annunciation devices. K. Coordinate size and location of concrete bases. Cast anchor -bolt inserts into bases. Concrete, reinforcement, and formwork requirements are specified in Division 03 Section "Cast -in -Place Concrete." PART 2 - PRODUCTS 2.01 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: l . Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2.02 CONTROL SYSTEM A. Manufacturers: . System shall be an expansion of the existing Trane Tracer Summit Controls System B. LON met protocol as the common communication protocol between all lower level (custom application and application specific) controllers and ANSI / ASHRAETM Standard 135-1995, LON B AoAGRefr between higher level system components (operator workstation and building controllers)to assure interoperability between all system components. LON met protocol allow the project to be fully supported by HVAC open protocols to reduce future building maintenance, upgrade and expansion costs. C. Control system shall consist of building controllers, operator workstation sensors, indicators, actuators, final control elements, interface equipment, other apparatus, accessories, and software connected to distributed controllers operating in multiuser, multitasking environment on token - passing network and programmed to control mechanical systems. An AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 4 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 operator workstation permits interface with the network via dynamic color graphics with each mechanical system, building floor plan, and control device depicted by point -and -click graphics. D. Provide new software as necessary to integrate all new control points with existing front end. Provide JACE enclosure (or similar) to combine all new and all existing control points into one front end as necessary. All new points and graphics shall be visible at one master front end with the existing points and graphics. All new points shall be fully adjustable and monitorable at the front end system. E. Provide new laptop for remote access to front end controls system throughout the building. Laptop shall be provided with all BAS software required to access and run BAS controls. Laptop shall be provided 14" LED display, Intel Core i7-4702HQ, 2.20 Ghz Processor, 8 GH Memory, 256 GB hardrive, Windows 8.1, 64 bit operating system, 3 USB ports, HDMI port, Headphone output/Microphone input combo, wireless 802.11 ac/a/b/g/n (Miracast enabled) and Intel HD Grahics 4600 and NVIDIA GeForce GTX 870M with 3 GB graphics memory. Microsoft Office Software package shall be provided. 2.03 DDC EQUIPMENT A. Direct Digital Control (DDC) Control Units: Modular, comprising processor board with programmable, nonvolatile, random-access memory; local operator access and display panel; integral interface equipment; and Uninterruptible Power Source (UPS) backup power source rated for ten minutes of full operation. 1. Units monitor or control each 1/0 point; process information; execute commands from other control units, devices, and operator stations; and download from or upload to operator workstation or diagnostic terminal unit. 2. Stand-alone mode control functions operate regardless of network status. Functions include the following: a. Global communications. b. Discrete/digital, analog, and pulse 1/0. c. Monitoring, controlling, or addressing data points. d. Software applications, scheduling, and alarm processing. e. Testing and developing control algorithms without disrupting field hardware and controlled environment. 3. Standard Application Programs: a. Electric Control Programs: Demand limiting, duty cycling, automatic time scheduling, start/stop time optimization, night setback/setup, on -off control with differential sequencing, AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 5 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 staggered start, antishort cycling, PID control, DDC with fine tuning, and trend logging. b. HVAC Control Programs: Optimal run time, supply -air reset, and enthalpy switchover. c. Chiller Control Programs: Control function of condenser -water reset, chilled -water reset, and equipment sequencing. d. Programming Application Features: Include trend point; alarm processing and messaging; weekly, monthly, and annual scheduling; energy calculations; run-time totalization; and security access. e. Remote communications. f. Maintenance management. g. Units of Measure: Inch -pound and SI (metric). 4. Local operator interface provides for download from or upload to operator workstation or diagnostic terminal unit. 5. ASHRAE 135 Compliance: Control units shall use ASHRAE 135 protocol and communicate using ISO 802-3 (Ethernet) datalink/physical layer protocol. B. 1/0 Interface: Hardwired inputs and outputs may tie into system through controllers. Protect points so that shorting will cause no damage to controllers. Binary Inputs: Allow monitoring of on -off signals without external power. 2. Pulse Accumulation Inputs: Accept up to 10 pulses per second. 3. Analog Inputs: Allow monitoring of low -voltage (0- to 10-V dc), current (4 to 20 mA), or resistance signals. 4. Binary Outputs: Provide on -off or pulsed low -voltage signal, selectable for normally open or normally closed operation with three -position (on -off -auto) override switches and status lights. 5. Analog Outputs: Provide modulating signal, either low voltage (0- to 10-V dc) or current (4 to 20 mA) with status lights, two -position (auto -manual) switch, and manually adjustable potentiometer. 6. Tri-State Outputs: Provide two coordinated binary outputs for control of three-point, floating -type electronic actuators. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 6 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 7. Universal I/Os: Provide software selectable binary or analog outputs. C. Power Supplies: Transformers with Class 2 current -limiting type or overcurrent protection; limit connected loads to 80 percent of rated capacity. DC power supply shall match output current and voltage requirements and be full -wave rectifier type with the following: Output ripple of 5.0 mV maximum peak to peak. 2. Combined 1 percent line and load regulation with 100-mic.sec. response time for 50 percent load changes. 3. Built-in overvoltage and overcurrent protection and be able to withstand 150 percent overload for at least 3 seconds without failure. D. Power Line Filtering: Internal or external transient voltage and surge suppression for workstations or controllers with the following: 1. Minimum dielectric strength of 1000 V. 2. Maximum response time of 10 nanoseconds. 3. Minimum transverse -mode noise attenuation of 65 dB. 4. Minimum common -mode noise attenuation of 150 dB at 40 to 100 Hz. E. UPS Power supply: Provide each Local and Main Control Unit with an independent UPS power supply rated for ten minutes of operation. 2.04 UNITARY CONTROLLERS A. Unitized, capable of stand-alone operation with sufficient memory to support its operating system, database, and programming requirements, and with sufficient 1/0 capacity for the application. 1. Configuration: Local keypad and display; diagnostic LEDs for power, communication, and processor; wiring termination to terminal strip or card connected with ribbon cable; memory with bios; and 72 hour battery backup. 2. Operating System: Manage 1/0 communication to allow distributed controllers to share real and virtual object information and allow central monitoring and alarms. Perform scheduling with real-time clock. Perform automatic system diagnostics; monitor system and report failures. 3. ASHRAE 135 Compliance: Communicate using read (execute and initiate) and write (execute and initiate) property services defined in ASHRAE 135. Reside on network using MS/TP datalink/physical layer AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 7 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 protocol and have service communication port for connection to diagnostic terminal unit. 4. Enclosure: Dustproof rated for operation at 32 to 120 deg F. 5. Enclosure: Waterproof rated for operation at 40 to 150 deg F. 6. UPS power supply: Provide each Unitary controller with a UPS power supply rated for two minutes to maintain controller memory and communications with the BCS during a loss of power. 2.05 ALARM PANELS A. Unitized cabinet with suitable brackets for wall or floor mounting. Fabricate of 0.06-inch- thick, furniture -quality steel or extruded -aluminum alloy, totally enclosed, with hinged doors and keyed lock and with manufacturer's standard shop -painted finish. Provide common keying for all panels. B. Indicating light for each alarm point, single horn, acknowledge switch, and test switch, mounted on hinged cover. 1. Alarm Condition: Indicating light flashes and horn sounds. 2. Acknowledge Switch: Horn is silent and indicating light is steady. 3. Second Alarm: Horn sounds and indicating light is steady. 4. Alarm Condition Cleared: System is reset and indicating light is extinguished. 5. Contacts in alarm panel allow remote monitoring by independent alarm company. 2.06 TIME CLOCKS A. Manufacturers: 1. Grasslin Controls Corporation. 2. Paragon Electric Co., Inc. 3. Time Mark Corporation. B. Solid-state, programmable time control with 8 separate programs each with up to 100 on -off operations; 1-second resolution; lithium battery backup; keyboard interface and manual override; individual on -off -auto switches for each program; 365-day calendar with 20 programmable holidays; choice of fail-safe operation for each program; system fault alarm; and communications package allowing networking of time controls and programming from PC. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 8 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 2.07 ELECTRONIC SENSORS A. Description: Vibration and corrosion resistant; for wall, immersion, or duct mounting as required. B. Thermistor Temperature Sensors and Transmitters: 1. Manufacturers: a. BEC Controls Corporation. b. Ebtron, Inc. c. Heat -Timer Corporation. d. I.T.M. Instruments Inc. e. MAMAC Systems, Inc. f. RDF Corporation. 2. Accuracy: Plus or minus 0.5 deg F at calibration point. 3. Wire: Twisted, shielded -pair cable. 4. Insertion Elements in Ducts: Single point, 8 inches long; use where not affected by temperature stratification or where ducts are smaller than 9 sq. ft.. 5. Averaging Elements in Ducts: 36 inches long, flexible; use at all cooling coil locations to temperature or where stratification occurs or where ducts are larger than 10 sq. ft. 6. Insertion Elements for Liquids: Brass or stainless -steel socket with minimum insertion length of 2-1/2 inches. 7. Room Sensor Cover Construction: Manufacturer's standard locking covers. 8. Outside -Air Sensors: Watertight inlet fitting, shielded from direct sunlight. 9. Room Security Sensors: Stainless -steel cover plate with insulated back and security screws. C. RTDs and Transmitters: 1. Manufacturers: a. BEC Controls Corporation. b. MAMAC Systems, Inc. c. RDF Corporation. 2. Accuracy: Plus or minus 0.2 percent at calibration point. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 9 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrody Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 3. Wire: Twisted, shielded -pair cable. 4. Insertion Elements in Ducts: Single point, 8 inches long; use where not affected by temperature stratification or where ducts are smaller than 9 sq. ft.. 5. Averaging Elements in Ducts: 18 inches long, rigid; use where prone to temperature stratification or where ducts are larger than 9 sq. ft.; length as required. 6. Insertion Elements for Liquids: Brass socket with minimum insertion length of 2-1/2 inches. 7. Room Sensor Cover Construction: Manufacturer's standard locking covers. a. Set -Point Adjustment: Concealed. b. Set -Point Indication: Exposed. c. Thermometer: Exposed. 8. Outside -Air Sensors: Watertight inlet fitting, shielded from direct sunlight. 9. Room Security Sensors: Stainless -steel cover plate with insulated back and security screws. D. Humidity Sensors: Bulk polymer sensor element. 1. Manufacturers: a. BEC Controls Corporation. b. General Eastern Instruments. c. MAMAC Systems, Inc. d. ROTRONIC Instrument Corp. e. TCS/Baays Controls. f. Vaisala. 2. Accuracy: 2 percent full range with linear output. 3. Room Sensor Range: 20 to 80 percent relative humidity. 4. Room Sensor Cover Construction: Manufacturer's standard locking covers. a. Set -Point Adjustment: Exposed. b. Set -Point Indication: Concealed. c. Thermometer: Concealed. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 10 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 5. Duct Sensor: 20 to 80 percent relative humidity range with element guard and mounting plate. 6. Outside -Air Sensor: 20 to 80 percent relative humidity range with mounting enclosure, suitable for operation at outdoor temperatures of 32 to 120 deg F. 7. Duct and Sensors: With element guard and mounting plate, range of 0 to 100 percent relative humidity. Pressure Transmitters/Transducers: 1. Manufacturers: a. BEC Controls Corporation. b. General Eastern Instruments. c. MAMAC Systems, Inc. d. ROTRONIC Instrument Corp. e. TCS/Basys Controls. f. Vaisala. 2. Static -Pressure Transmitter: Nondirectional sensor with suitable range for expected input, and temperature compensated. a. Accuracy: 2 percent of full scale with repeatability of 0.5 percent. b. Output: 4 to 20 mA. c. Building Static -Pressure Range: 0- to 0.25-inch wg. d. Duct Static -Pressure Range: 0- to 5-inch wg. 3. Water Pressure Transducers: Stainless -steel diaphragm construction, suitable for service; minimum 150-psig operating pressure; linear output 4 to 20 mA. 4. Water Differential -Pressure Transducers: Stainless -steel diaphragm construction, suitable for service; minimum 150-psig operating pressure and tested to 300-psig; linear output 4 to 20 mA. 5. Differential -Pressure Switch (Air or Water): Snap acting, with pilot - duty rating and with suitable scale range and differential. 6. Pressure Transmitters: Direct acting for gas, liquid, or steam service; range suitable for system; linear output 4 to 20 mA. F. Room Sensor Cover Construction: Manufacturer's standard locking covers. 1. Set -Point Adjustment: Concealed. 2. Set -Point Indication: Exposed. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 11 FIB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrody Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 2.08 STATUS SENSORS A. Status Inputs for Fans: Differential -pressure switch with pilot -duty rating and with adjustable range of 0- to 5-inch wg. B. Status Inputs for Pumps: Differential -pressure switch with pilot -duty rating and with adjustable pressure -differential range of 8 to 60 psig, piped across pump. C. Status Inputs for Electric Motors: Comply with ISA 50.00.01, current -sensing fixed- or split -core transformers with self -powered transmitter, adjustable and suitable for 175 percent of rated motor current. D. Voltage Transmitter (100- to 600-V ac): Comply with ISA 50.00.01, single - loop, self -powered transmitter, adjustable, with suitable range and 1 percent full-scale accuracy. E. Power Monitor: 3-phase type with disconnect/shorting switch assembly, listed voltage and current transformers, with pulse kilowatt hour output and 4- to 20-mA kW output, with maximum 2 percent error at 1.0 power factor and 2.5 percent error at 0.5 power factor. Current Switches: Auto -calibrating, self -powered, microprocessor based with auto -calibrating trip current, selected to match current and system output requirements to indicate motor status for both under -current (broken belt, mechanical failure) and over -current (locked rotor) conditions. Automatic adjustable trip point of 3.5 to 100 Amps, provided with five-year manufacturer's warranty. Current switch shall be equal to Veris Industries, Hawkeye TruStat H 1 OF. G. Electronic Valve/Damper Position Indicator: Visual scale indicating percent of travel and 2- to 10-V dc, feedback signal. H. Water -Flow Switches: Bellows -actuated mercury or snap -acting type with pilot -duty rating, stainless -steel or bronze paddle, with appropriate range and differential adjustment, in NEMA 250, Type 1 enclosure. Manufacturers: a. BEC Controls Corporation. b. I.T.M. Instruments Inc. c. United Electric d. Johnson Controls/Penn 2.09 GAS DETECTION EQUIPMENT A. Manufacturers: 1. Ebtron, Inc. 2. Honeywell International Inc.; Home & Building Control. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 12 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrody Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 3. MSA Canada Inc. 4. QEL/Quatrosense Environmental Limited. 5. Sensidyne, Inc. 6. TSllncorporated. 7. Vaisala. 8. Vulcain Inc. B. Carbon Monoxide Detectors: Single or multichannel, dual -level detectors using solid-state plug-in sensors with a 3-year minimum life; suitable over a temperature range of 32 to 104 deg F; with 2 factory -calibrated alarm levels at 50 and 100 ppm. C. Carbon Dioxide Sensor and Transmitter: Single detectors using solid-state infrared sensors; suitable over a temperature range of 23 to 130 deg F and 100 - 2000 ppm and calibrated for 0 to 2 percent, with continuous or averaged reading, 4- to 20-mA output; for duct mounting. D. Oxygen Sensor and Transmitter: Single detectors using solid-state zircon cell sensing; suitable over a temperature range of minus 32 to plus 1100 deg F and calibrated for 0 to 5 percent, with continuous or averaged reading, 4- to 20-mA output; for wall mounting. E. Occupancy Sensor: Passive infrared, with time delay, daylight sensor lockout, sensitivity control, and 180-degree field of view with vertical sensing adjustment; for flush mounting. 2.10 FLOW MEASURING STATIONS A. Duct Airflow Stations: Products included in this Section: 1. Duct and plenum mounted airflow measurement devices. 2. Fan inlet mounted airflow measurement devices. B. Acceptable Manufacturers: l . Subject to compliance with requirements of this Section, provide products that comply with this specification by one of the following vendors: a. Tamco EBTRON, Inc., Air -IQ with integral automatic modulating damper. C. Airflow/Temperature Measurement Devices: 1. Provide airflow/temperature measurement devices (ATMD) where indicated on the plans: a. Fan inlet measurement devices shall not be substituted for duct or plenum measurement devices indicated on the plans. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 13 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 2. Each ATMD shall consist of one or more sensor probes and a single, remotely mounted, microprocessor based transmitter capable of independently processing up to 16 independently wired sensor assemblies: a. Each sensor assembly shall contain two individually wired, hermetically sealed bead in glass thermistors. b. Thermistors shall be mounted in the sensor assembly using a marine grade, waterproof epoxy. Thermistor leads shall be protected and not exposed to the environment. c. The airflow rate of each sensor assembly shall be equally weighted and averaged by the transmitter prior to output. d. The temperature of each sensor assembly shall be velocity weighted and averaged by the transmitter prior to output. e. Each transmitter shall have a 16 character alpha numeric display capable of displaying airflow, temperature, system status, configuration settings and diagnostics. f. Devices using chip in glass or diode case chip thermistors are not acceptable. g. Devices using less than two thermistors in each sensor assembly are not acceptable. h. Devices using platinum wire RTDs are not acceptable. Devices having electronic circuitry mounted in or at the sensor probe are not acceptable. j. Pitot tubes and arrays are not acceptable. D. All Sensor Probes: 1. Each sensor assembly shall independently determine the airflow rate and temperature at each measurement point. 2. Each sensor assembly shall be calibrated at a minimum of 16 airflow rates and 3 temperatures to standards that are traceable to the National Institute of Standards and Technology (NIST). 3. Airflow accuracy shall be +/- 2% of reading over the entire operating airflow range: a. Devices whose accuracy is the combined accuracy of the transmitter and sensor probes must demonstrate that the total AHCA #23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 14 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 accuracy meets the performance requirements of this specification throughout the measurement range. 4. Temperature accuracy shall be +/- 0.15' F over the entire operating temperature range of -200 F to 160°F. 5. The operating humidity range for each sensor probe shall be 0-99% RH (non -condensing). 6. Each sensor probe shall have an integral, U.L. listed, plenum rated cable and terminal plug for connection to the remotely mounted transmitter. All terminal plug interconnecting pins shall be gold plated. 7. Each sensor assembly shall not require matching to the transmitter in the field. 8. A single manufacturer shall provide both the airflow/temperature measuring probe(s) and transmitter for each measurement location. E. Duct and Plenum Probes: 1. Probes shall be constructed of extruded, gold anodized, 6063 aluminum tube. All wires within the aluminum tube shall be Kynar coated. 2. Probe assembly mounting brackets shall be constructed of 304 stainless steel. Probe assemblies shall be mounted using one of the following options: a. Insertion mounted through the side or top of the duct. b. Internally mounted inside the duct or plenum. c. Standoff mounted inside the plenum. 3. The number of sensor housings provided for each location shall be as follows: Duct or Plenum Area Total # s .ft. Sensors/Location <2 4 2to<4 6 4to<8 8 8to<16 12 >=16 16 4. The operating airflow range shall be 0 to 5,000 FPM unless otherwise indicated on the plans. AHCA #23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 15 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 Fan Inlet Probes: 1. Sensor assemblies shall be mounted on 304 stainless steel housings. 2. Mounting rods shall be field adjustable to fit the fan inlet and constructed of nickel plated steel. 3. Mounting feet shall be constructed of 304 stainless steel. 4. The operating airflow range shall be 0 to 10,000 FPM unless otherwise indicated on the plans. G. Transmitters: The transmitter shall have in integral LCD display capable of simultaneously displaying airflow and temperature. The LCD display shall be capable of displaying individual airflow and temperature readings of each independent sensor assembly. 2. The transmitter shall be capable of field configuration and diagnostics using an onboard pushbutton interface and LCD display. 3. The transmitter shall have a power switch and operate on 24 VAC (isolation not required): a. The transmitter shall use a switching power supply fused and protected from transients and power surges. b. The transmitter shall use "watch dog" circuitry to assure reset after power disruption, transients and brown -outs. 4. All interconnecting pins, headers and connections on the main circuit board, option cards and cable receptacles shall be gold plated. 5. The operating temperature range for the transmitter shall be -20' F to 120' F. The transmitter shall be installed at a location that is protected from weather and water. 6. The transmitter shall be capable of communicating with other devices using one of the following interface options: a. Linear analog output signals for airflow and temperature: Field selectable, fuse protected and isolated, 0-1 OVDC/4-20mA (4 wire) . b. RS-485: Field selectable LON Controller R G ;et °°RGWET, BAD +-"�M9d-h'-' s RT1_1-eFJe iSO r 12 R_ 1) LON BA£Ret devices shall provide analog variables for airflow and temperature containing individual sensor airflow rate and temperature data. AHCA #23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 16 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrody Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 7. The transmitter shall be capable of accepting an infra -red interface card for downloading airflow and temperature data or uploading transmitter configuration data using a handheld PDA (Palm or Microsoft Windows Mobile operating systems). a. Provide PDA upload/download software: 1) Download software shall be capable of displaying and saving individual sensor airflow rates, the average airflow rate, individual sensor temperatures and the average temperature received from the transmitter. 2) Upload software shall be capable of displaying and saving all setup parameters that can be configured using the on -board pushbutton interface and LCD display. b. Provide a Microsoft Excel file capable of creating balance reports from PDA data files transferred to a Windows 98 or higher based PC. c. Provide a Microsoft Excel file to create configuration data files that can be transferred from a Windows 2000, Windows XP or higher based PC to PDA for upload to one or more transmitters. H. The ATMD shall be UL listed as an entire assembly. The manufacturer's authorized representative shall review and approve placement and operating airflow rates for each measurement location indicated on the plans. 1. A written report shall be submitted to the engineer if any measurement locations do not meet the manufacturer's placement requirements. J. Install airflow/temperature measurement devices in accordance with manufacturer's instructions at the locations indicated on the plans: 1. A written report shall be submitted to the consulting mechanical engineer if any discrepancies are found. K. Install labels and nameplates to identify control components according to Section 233300 or 253500. L. Install electronic cables according to Section 250500 "Common Work Results for Integrated Automation". M. Install low voltage power, signal and communication cable according to Sections 250513 "Conductors and Cables for Integrated Automation", 260519 "Low Voltage Electrical Power Conductors and Cables", and/or 271500 "Communication Horizontal Cabling". AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 17 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 2.11 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 N. Duct and plenum devices shall not be adjusted without approval from the consulting mechanical engineer. WATER FLOW METERS A. Electromagnetic Flow Meters: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Onicon Incorp. 2. Description: Flowmeter with sensor and indicator. 3. Flow Range: Sensor and indicator shall cover operating range of equipment or system served. 4. Sensor: Insertion type; for inserting probe into piping and measuring flow directly in gallons per minute. a. Design: Differential -pressure -type measurement for water. b. Construction: Stainless -steel probe of length to span inside of pipe, with integral transmitter and direct -reading scale. c. Minimum Pressure Rating: 150 psig. d. Minimum Temperature Rating: 250 deg F. 5. Indicator: Hand-held meter; either an integral part of sensor or a separate meter. 6. Integral Transformer: For low -voltage power connection. 7. Accuracy: Plus or minus 1 percent. 8. Display: Shows rate of flow, with register to indicate total volume in gallons. 9. Operating Instructions: Include complete instructions with each flowmeter. B. Pitot-Tube Flow Meters: Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. ABB; Instrumentation and Analytical. b. Emerson Process Management; Rosemount. c. Meriam Process Technologies. d. Preso Meters; a division of Racine Federated Inc. e. TACO Incorporated. f. Veris Industries, Inc. 2. Description: Flowmeter with sensor and indicator. AHCA #23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 18 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 3. Flow Range: Sensor and indicator shall cover operating range of equipment or system served. 4. Sensor: Insertion type; for inserting probe into piping and measuring flow directly in gallons per minute. a. Design: Differential -pressure -type measurement for water. b. Construction: Stainless -steel probe of length to span inside of pipe, with integral transmitter and direct -reading scale. c. Minimum Pressure Rating: 150 psig. d. Minimum Temperature Rating: 250 deg F. 5. Indicator: Hand-held meter; either an integral part of sensor or a separate meter. 6. Integral Transformer: For low -voltage power connection. 7. Accuracy: Plus or minus 3 percent. 8. Display: Shows rate of flow, with register to indicate total volume in gallons. 9. Operating Instructions: Include complete instructions with each flowmeter. C. Turbine Flowmeters: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. ABB; Instrumentation and Analytical. b. Data Industrial Corp. c. EMCO Flow Systems; a division of Spirax Sarco, Inc. d. ERDCO Engineering Corp. e. Hoffer Flow Controls, Inc. f. Liquid Controls; a unit of IDEX Corporation. g. McCrometer, Inc. h. Midwest Instruments & Controls Corp. i. ONICON Incorporated. j. SeaMetrics, Inc. k. Sponsler, Inc.; a unit of IDEX Corporation. 2. Description: Flowmeter with sensor and indicator. 3. Flow Range: Sensor and indicator shall cover operating range of equipment or system served. 4. Sensor: Impeller turbine; for inserting into pipe fitting or for installing in piping and measuring flow directly in gallons per minute. a. Design: Device or pipe fitting with inline turbine and integral direct -reading scale for water. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 19 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 b. Construction: Bronze or stainless -steel body, with plastic turbine or impeller. c. Minimum Pressure Rating: 150 psig. d. Minimum Temperature Rating: 180 deg F. 5. Indicator: Hand-held meter; either an integral part of sensor or a separate meter. 6. Accuracy: Plus or minus 1-1/2 percent. 7. Display: Shows rate of flow, with register to indicate total volume in gallons. 8. Operating Instructions: Include complete instructions with each flowmeter. D. Venturi Flowmeters: Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. ABB; Instrumentation and Analytical. b. Gerand Engineering Co. c. Hyspan Precision Products, Inc. d. Preso Meters; a division of Racine Federated Inc. e. S. A. Armstrong Limited; Armstrong Pumps Inc. f. Victaulic Company. 2. Description: Flowmeter with calibrated flow -measuring element, hoses or tubing, fittings, valves, indicator, and conversion chart. 3. Flow Range: Sensor and indicator shall cover operating range of equipment or system served. 4. Sensor: Venturi -type, calibrated, flow -measuring element; for installation in piping. a. Design: Differential -pressure -type measurement for water. b. Construction: Bronze, brass, or factory -primed steel, with brass fittings and attached tag with flow conversion data. c. Minimum Pressure Rating: 250 psig. d. Minimum Temperature Rating: 250 deg F. e. End Connections for NPS 2 and Smaller: Threaded. f. End Connections for NIPS 2-1/2 and Larger: Flanged or welded. g. Flow Range: Flow -measuring element and flowmeter shall cover operating range of equipment or system served. 5. Permanent Indicators: Meter suitable for wall or bracket mounting, calibrated for connected flowmeter element, and having 6-inch- diameter, or equivalent, dial with fittings and copper tubing for connecting to flowmeter element. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 20 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 a. Scale: Gallons per minute. b. Accuracy: Plus or minus 1 percent between 20 and 80 percent of scale range. 6. Display: Shows rate of flow, with register to indicate total volume in gallons. 7. Conversion Chart: Flow rate data compatible with sensor. 8. Operating Instructions: Include complete instructions with each flowmeter. E. Flow meters shall be Ultrasonic type flow meters as specified in Section 230519. 2.12 THERMOSTATS A. Manufacturers: 1. Erie Controls. 2. Danfoss Inc.; Air -Conditioning and Refrigeration Div. 3. Heat -Timer Corporation. 4. Sauter Controls Corporation. 5. Tekmar Control Systems, Inc. 6. Theben AG - Lumilite Control Technology, Inc. B. Combination Thermostat and Fan Switches: Line -voltage thermostat with push-button or lever -operated fan switch. Label switches "FAN ON -OFF'. 2. Mount on single electric switch box. C. Electric, solid-state, microcomputer -based room thermostat with remote sensor. 1. Automatic switching from heating to cooling. 2. Preferential rate control to minimize overshoot and deviation from set point. 3. Set up for four separate temperatures per day. 4. Instant override of set point for continuous or timed period from 1 hour to 31 days. 5. Short -cycle protection. 6. Programming based on weekday, Saturday, and Sunday. 7. Selection features include degree F or degree C display, 12- or 24- hour clock, keyboard disable, remote sensor, and fan on -auto. 8. Battery replacement without program loss. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 21 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 9. Thermostat display features include the following: a. Time of day. b. Actual room temperature. c. Programmed temperature. d. Programmed time. e. Duration of timed override. f. Day of week. g. System mode indications include "heating," "off," "fan auto," and "fan on." D. Low -Voltage, On -Off Thermostats: NEMA DC 3, 24-V, bimetal -operated, mercury -switch type, with adjustable or fixed anticipation heater, concealed set -point adjustment, 55 to 85 deg F set -point range, and 2 deg F maximum differential. E. Line -Voltage, On -Off Thermostats: Bimetal -actuated, open contact or bellows -actuated, enclosed, snap -switch or equivalent solid-state type, with heat anticipator; listed for electrical rating; with concealed set -point adjustment, 55 to 85 deg F set -point range, and 2 deg F maximum differential. 1. Electric Heating Thermostats: Equip with off position on dial wired to break ungrounded conductors. 2. Selector Switch: Integral, manual on -off -auto. Remote -Bulb Thermostats: On -off or modulating type, liquid filled to compensate for changes in ambient temperature; with copper capillary and bulb, unless otherwise indicated. 1. Bulbs in water lines with separate wells of same material as bulb. 2. Bulbs in air ducts with flanges and shields. 3. Averaging Elements: Copper tubing with either single- or multiple - unit elements, extended to cover full width of duct or unit; adequately supported. 4. Scale settings and differential settings are clearly visible and adjustable from front of instrument. 5. On -Off Thermostat: With precision snap switches and with electrical ratings required by application. 6. Modulating Thermostats: Construct so complete potentiometer coil and wiper assembly is removable for inspection or replacement without disturbing calibration of instrument. G. Fire -Protection Thermostats: Listed and labeled by an NRTL acceptable to authorities having jurisdiction; with fixed or adjustable settings to operate at not less than 75 deg F above normal maximum operating temperature, and the following: AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 22 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 1. Reset: Manual. 2. Reset: Automatic, with control circuit arranged to require manual reset at central control panel; with pilot light and reset switch on panel labeled to indicate operation. H. Immersion Thermostat: Remote -bulb or bimetal rod -and -tube type, proportioning action with adjustable throttling range and adjustable set point. Airstream Thermostats: Two -pipe, fully proportional, single -temperature type; with adjustable set point in middle of range, adjustable throttling range, plug-in test fitting or permanent pressure gage, remote bulb, bimetal rod and tube, or averaging element. Electric, Low -Limit Duct Thermostat: Snap -acting, single -pole, single -throw, manual- reset switch that trips if temperature sensed across any 12 inches of bulb length is equal to or below set point. l . Bulb Length: Minimum 20 feet. 2. Quantity: One thermostat for every 20 sq. ft. of coil surface. K. Electric, High -Limit Duct Thermostat: Snap -acting, single -pole, single - throw, manual- reset switch that trips if temperature sensed across any 12 inches of bulb length is equal to or above set point. 1. Bulb Length: Minimum 20 feet. 2. Quantity: One thermostat for every 20 sq. ft. of coil surface. 2.13 HUMIDISTATS A. Manufacturers: 1. MAMAC Systems, Inc. 2. ROTRONIC Instrument Corp. B. Duct -Mounting Humidistats: Electric insertion, 2-position type with adjustable, 2 percent throttling range, 20 to 80 percent operating range, and single- or double -pole contacts. 2.14 ACTUATORS A. Electric Motors: Size to operate with sufficient reserve power to provide smooth modulating action or two -position action. 1. Comply with requirements in Division 23 Section "Common Motor Requirements for HVAC Equipment." AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 23 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrody Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 2. Permanent Split -Capacitor or Shaded -Pole Type: Gear trains completely oil immersed and sealed. Equip spring -return motors with integral spiral -spring mechanism in housings designed for easy removal for service or adjustment of limit switches, auxiliary switches, or feedback potentiometer. 3. Nonspring-Return Motors for Valves Larger Than NPS 2-1/2: Size for running torque of 150 in. x Ibf and breakaway torque of 300 in. x Ibf. 4. Spring -Return Motors for Valves Larger Than NPS 2-1/2: Size for running and breakaway torque of 150 in. x Ibf. 5. Nonspring-Return Motors for Dampers Larger Than 25 Sq. Ft.: Size for running torque of 150 in. x lbf and breakaway torque of 300 in. x Ibf. 6. Spring -Return Motors for Dampers Larger Than 25 Sq. Ft.: Size for running and breakaway torque of 150 in. x Ibf. B. Electronic Actuators: Direct -coupled type designed for minimum 60,000 full -stroke cycles at rated torque. Manufacturers: Belimo Aircontrols (USA), Inc. 2. Valves: Size for torque required for valve close off at maximum pump differential pressure. 3. Dampers: Size for running torque calculated as follows: a. Parallel -Blade Damper with Edge Seals: 7 inch-lb/sq. ft. of damper. b. Opposed -Blade Damper with Edge Seals: 5 inch-lb/sq. ft. of damper. c. Parallel -Blade Damper without Edge Seals: 4 inch-lb/sq. ft of damper. d. Opposed -Blade Damper without Edge Seals: 3 inch-lb/sq. ft. of damper. e. Dampers with 2- to 3-Inch wg of Pressure Drop or Face Velocities of 1000 to 2500 fpm: Increase running torque by 1.5. f. Dampers with 3- to 4-Inch wg of Pressure Drop or Face Velocities of 2500 to 3000 fpm: Increase running torque by 2.0. 4. Coupling: V-bolt and V-shaped, toothed cradle. 5. Overload Protection: Electronic overload or digital rotation -sensing circuitry. 6. Fail -Safe Operation: Mechanical, spring -return mechanism. Provide external, manual gear release on nonspring-return actuators. AHCA #23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 24 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 7. Power Requirements (Two -Position Spring Return): 24 V ac. 8. Power Requirements (Modulating): Maximum 10 VA at 24-V ac or 8 W at 24-V dc. 9. Proportional Signal: 2- to 10-V do or 4 to 20 mA, and 2- to 10-V do position feedback signal. 10. Temperature Rating: Minus 22 to plus 122 deg F. 11. Temperature Rating (Smoke Dampers): Minus 22 to plus 250 deg F. 12. Run Time: 12 seconds open, 5 seconds closed. 2.15 CONTROL VALVES A. Manufacturers: 1. Johnson Controls 2. Siemens 3. Belimo 4. Delta P B. Control Valves: Factory fabricated, of type, body material, and pressure class based on maximum pressure and temperature rating of piping system, unless otherwise indicated. C. Hydronic system globe valves shall have the following characteristics: NPS 2 and Smaller: Class 250 bronze body, bronze trim, rising stem, renewable composition disc, and screwed ends with backseating capacity repackable under pressure. 2. NPS 2-1/2 and Larger: Class 125 iron body, bronze trim, rising stem, plug -type disc, flanged ends, and renewable seat and disc. 3. Internal Construction: Replaceable plugs and stainless -steel or brass seats. a. Single -Seated Valves: Cage trim provides seating and guiding surfaces for plug on top and bottom. b. Double -Seated Valves: Balanced plug; cage trim provides seating and guiding surfaces for plugs on top and bottom. 4. Sizing: 3- to 5-psig maximum pressure drop at design flow rate or the following: a. Two Position: Line size. b. Two -Way Modulating: Either the value specified above or twice the load pressure drop, whichever is more. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 25 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 c. Three -Way Modulating: Twice the load pressure drop, but not more than value specified above. 5. Flow Characteristics: Two-way valves shall have equal percentage characteristics; three-way valves shall have linear characteristics. 6. Close -Off (Differential) Pressure Rating: Combination of actuator and trim shall provide minimum close -off pressure rating of 150 percent of total system (pump) head for two-way valves and 100 percent of pressure differential across valve or 100 percent of total system (pump) head. D. All chilled water control valves to AHU's shall be equivalent to Belimo ePIV with integral flow meters. E. Pressure Independent Characterized Control Valves: Pressure independent control valves shall be permitted in lieu of two-way control valve and circuit setter balancing valve with flow control valve. Manufacturers: a. Siemens b. Belimo Aircontrols (USA), Inc. c. Griswold d. Delta P 2. The modulating control valves shall be pressure independent. 3. The control valves shall accurately control the flow from 0 to 100% full rated flow with an equal percentage flow characteristic. The flow shall not vary more than +/- 5% due to system pressure fluctuations across the valve with a minimum of 5 PSID across the valve. 4. Forged brass body rated at no less than 400 PSI, chrome plated brass ball and stem, female NPT union ends, dual EPDM lubricated O-rings and TEFZEL characterizing disc. 5. Combination of actuator and valve shall provide a minimum close - off pressure rating of 200 PSID. 6. All actuators shall be electronically programmed by use of a handheld programming device or external computer software. Programming using actuator mounted switches or multi -turn actuators are NOT acceptable. Actuators shall be provided with an auxiliary switch to prove valve position. AHCA #23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 26 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 7. The actuator shall be the same manufacturer as the valve, integrally mounted to the valve at the factory via a single screw on a four-way DIN mounting base. 8. The control valve shall require no maintenance and shall not include replaceable cartridges. 9. The manufacturer shall warrant all components for a period of 5 years from the date of production, with the first two years unconditional. 10. The use of pressure independent valves piped in parallel to achieve the rated coil flow shall be permitted. Actuators shall be electronically programmed to permit sequencing the flow with a single control output point. The use of external devices to permit sequencing is NOT acceptable. F. Butterfly Valves: 200-psig, 150-psig maximum pressure differential, ASTM A 126 cast-iron or ASTM A 536 ductile -iron body and bonnet, extended neck, stainless -steel stem, field -replaceable EPDM or Buna N sleeve and stem seals. 1. Body Style: Wafer. 2. Disc Type: Aluminum bronze. 3. Sizing: 1-psig maximum pressure drop at design flow rate. 4. Provide three-way valves larger than 6" using a standard flanged tee and two butterfly valves linked together to operate from one actuator in unison. G. Terminal Unit Control Valves: Bronze body, bronze trim, two or three ports as indicated, replaceable plugs and seats, and union and threaded ends. 1. Rating: Class 125 for service at 125 psig and 250 deg F operating conditions. 2. Sizing: 3-psig maximum pressure drop at design flow rate, to close against pump shutoff head. 3. Flow Characteristics: Two-way valves shall have equal percentage characteristics; three-way valves shall have linear characteristics. 4. Actuators shall be fully modulating, analog control valves. Tri-state actuators shall not be allowed. 2.16 DAMPERS A. Manufacturers: 1. Air Balance Inc. 2. Don Park Inc.; Autodamp Div. 3. TAMCO (T. A. Morrison & Co. Inc.). 4. United Enertech Corp. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 27 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 5. Vent Products Company, Inc. 6. Ruskin B. Dampers: AMCA-rated, opposed blade design; 0.108-inch- minimum thick, galvanized -steel or 0.125-inch- minimum thick, extruded -aluminum frames with holes for duct mounting; damper blades shall not be less than 0.064-inch- thick galvanized steel with maximum blade width of 8 inches and length of 48 inches. Secure blades to 1/2-inch- diameter, zinc -plated axles using zinc - plated hardware, with oil -impregnated sintered bronze blade bearings, blade -linkage hardware of zinc -plated steel.and brass, ends sealed against spring -stainless -steel blade bearings, and thrust bearings at each end of every blade. 2. Operating Temperature Range: From minus 40 to plus 200 deg F. 3. Edge Seals, Low -Leakage Applications: Use inflatable blade edging or replaceable rubber blade seals and spring -loaded stainless -steel side seals, rated for leakage at less than 10 cfm per sq. ft. of damper area, at differential pressure of 4-inch wg when damper is held by torque of 50 in. x Ibf; when tested according to AMCA 500D. 2.17 CONTROL CABLE A. Electronic and fiber-optic cables for control wiring are specified in Division 27 Section "Communications Horizontal Cabling." PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that conditioned power supply is available to control units and operator workstation. B. Verify that pneumatic piping and duct-, pipe-, and equipment -mounted devices are installed before proceeding with installation. 3.02 INSTALLATION A. Install software in control units and operator workstation(s). Implement all features of programs to specified requirements and as appropriate to sequence of operation. B. Connect and configure equipment and software to achieve sequence of operation specified. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 28 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 C. Verify location of thermostats, humidistats, and other exposed control sensors with Drawings and room details before installation. Install devices 48 inches above the floor. 1. Install averaging elements in ducts and plenums in crossing or zigzag pattern. D. Install guards on thermostats in the following locations: 1. Where indicated. E. Install automatic dampers according to Division 23 Section "Air Duct Accessories." Install damper motors on outside of duct in warm areas, not in locations exposed to outdoor temperatures. G. Install labels and nameplates to identify control components according to Division 23 Section "Identification for HVAC Piping and Equipment." H. Install hydronic instrument wells, valves, and other accessories according to Division 23 Section "Hydronic Piping." Install refrigerant instrument wells, valves, and other accessories according to Division 23 Section 'Refrigerant Piping." J. Install duct volume -control dampers according to Division 23 Sections specifying air ducts. K. Install electronic and fiber-optic cables according to Division 27 Section "Communications Horizontal Cabling." 3.03 ELECTRICAL WIRING AND CONNECTION INSTALLATION A. Install raceways, boxes, and cabinets according to Division 26 Section "Raceway and Boxes for Electrical Systems." B. Install building wire and cable according to Division 26 Section "Low - Voltage Electrical Power Conductors and Cables." C. Install signal and communication cable according to Division 27 Section "Communications Horizontal Cabling." 1. Conceal cable, except in mechanical rooms and areas where other conduit and piping are exposed. 2. Install exposed cable in raceway. 3. Install concealed cable in raceway. 4. Bundle and harness multiconductor instrument cable in place of single cables where several cables follow a common path. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 29 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 5. Fasten flexible conductors, bridging cabinets and doors, along hinge side; protect against abrasion. Tie and support conductors. 6. Number -code or color -code conductors for future identification and service of control system, except local individual room control cables. 7. Install wire and cable with sufficient slack and flexible connections to allow for vibration of piping and equipment. D. Connect manual -reset limit controls independent of manual -control switch positions. Connect hand -off -auto selector switches to override automatic interlock controls when switch is in hand position. 3.04 ADJUSTING A. Calibrating and Adjusting: 1. Calibrate instruments. 2. Make three-point calibration test for both linearity and accuracy for each analog instrument. 3. Calibrate equipment and procedures using manufacturer's written recommendations and instruction manuals. Use test equipment with accuracy at least double that of instrument being calibrated. 4. Control System Inputs and Outputs: a. Check analog inputs at 0, 50, and 100 percent of span. b. Check analog outputs using milliampere meter at 0, 50, and 100 percent output. c. Check digital inputs using jumper wire. d. Check digital outputs using ohmmeter to test for contact making or breaking. e. Check resistance temperature inputs at 0, 50, and 100 percent of span using a precision -resistant source. 5. Flow: a. Set differential pressure flow transmitters for 0 and 100 percent values with 3-point calibration accomplished at 50, 90, and 100 percent of span. b. Manually operate flow switches to verify that they make or break contact. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 30 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 6. Pressure: a. Calibrate pressure transmitters at 0, 50, and 100 percent of span. b. Calibrate pressure switches to make or break contacts, with adjustable differential set at minimum. 7. Temperature: a. Calibrate resistance temperature transmitters at 0, 50, and 100 percent of span using a precision -resistance source. b. Calibrate temperature switches to make or break contacts. 8. Stroke and adjust control valves and dampers without positioners, following the manufacturer's recommended procedure, so that valve or damper is 100 percent open and closed. 9. Stroke and adjust control valves and dampers with positioners, following manufacturer's recommended procedure, so that valve and damper is 0, 50, and 100 percent closed. 10. Provide diagnostic and test instruments for calibration and adjustment of system. 11. Provide written description of procedures and equipment for calibrating each type of instrument. Submit procedures review and approval before initiating startup procedures. B. Adjust initial temperature and humidity set points. C. Occupancy Adjustments: When requested within 12 months of date of Substantial Completion, provide on -site assistance in adjusting system to suit actual occupied conditions. Provide up to three visits to Project during other than normal occupancy hours for this purpose. 3.05 TESTING, CALIBRATION, AND ACCEPTANCE A. After the inspection has been completed, systems shall be checked for continuity. B. After completion of the installation, control equipment shall be tested and adjusted in terms of design, function, systems balance, alarms, and performance, and shall otherwise be made ready for systems acceptance tests. Data showing set points and final adjustments of controls shall be provided. C. After air handling system acceptance and after the systems have operated in normal service for 2 weeks, the adjustment on instruments and devices shall be checked. Items found to be out of order shall be AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 31 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrody Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 corrected. When air -handling systems are in specified operating condition and when all other pertinent specification requirements have been met, automatic temperature -control systems will be accepted. D. Equipment to check the calibration of instruments shall be provided by the Contractor. Instruments not in calibration shall be recalibrated or replaced. E. System Start-up and Check-out: 1. The manufacturer shall provide a control technician for the start-up, checkout of all input and outputs, implement and check the software function and submit report on check-out of each system. 2. Demonstrate to the Owner that all functions are operating as per final approved sequences. System Acceptance & Trend Log Submittal: 1. Historical Trending: a. Software shall provide historical trend information for opera- tor -selected points. Operator shall be able to assign any system point, analog or binary, real or calculated, to trend group. Trend groups shall consist of single point or multiple point groups. Trended values shall be retained in system storage. Operator shall be able to request retrieval of trended values from storage and printing at time. b. After completion of the installation, check-out and control loop tuning, trend logs, shall be enabled and upon completion submit- ted, as listed below, to demonstrate the satisfactory performance of the system and to serve as a database for the owner's future use. c. The trend logs shall be organized in spreadsheet format and pre- sented in both tabular and graphical form. A disc copy of each final accepted trend log set shall also be provided. Trend logs shall be as follows: 2. Control Stability Trend Logs: a. Each digital or analog output to valves, dampers, adjustable frequency drives and other control devices shall be included. b. Scan time shall be at five -second intervals for a duration of ten minutes. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 32 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 c. Start of the sets shall be immediately after change from one mode to another, i.e., unoccupied to occupied, no economizer to economizer, "Off" to "On", etc. Only one log will be required for each output as long as it addresses all controlled elements. 3. System Operation Trend Logs: a. Each measured value (temperature, pressure, amps, etc.), equipment status (on -off, percent speed or position, etc.), each mode (unoccupied, cool -down, occupied, etc.), each setpoint and each alarm shall be included. b. Scan time shall be at one - minute intervals with a duration of 24 hours. c. Sets shall be included for cooling only, cooling plus economizer and heating only. Where start up occurs at a defined season and both heating and cooling cannot be logged, then the system will be accepted subject to a final demonstration of the other sea- son, when weather permits. 4. Load Profile Trend Log Sets: a. The total AHU load in tons shall be calculated using airflow and temperature difference between supply and return air. b. Tonnage shall be calculated by averaging six instantaneous readings per hour taken at ten - minute intervals. Tonnage for each of the 24 hours shall be listed. 5. Energy Use Trend Log Sets: a. Energy use of each fan shall be calculated using measured amps and a look -up table provided by the motor manufacturer to con- vert to kW. b. The sum of all HVAC power use shall be totaled and listed. c. Outdoor air wet -bulb shall be listed. d. Data shall be presented for each of the 24 hours each day. e. Energy use shall be presented in bar graph form. 6. Life Safety Trend Logs: a. A separate set of trend logs shall be developed for each life safe- ty/smoke control system/zone. These shall be in the "change of AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 33 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrody Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 value" format when going from "normal operation" to "emergency operation" and shall show the condition of each input device, fan and damper. Where airflow is measured, as in an engineered smoke control system, the airflow in each possible smoke condi- tion shall be included. 7. Custom Trend Log Sets: a. The operator shall have the ability to customize all trend logs by adjusting both sampling time and duration. b. After the initial graph data is accepted, the printout shall be changed from a fixed interval to a change of value. 3.06 DEMONSTRATION A. Engage a factory -authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain HVAC Building Control System. Refer to Division 01 Section "Demonstration and Training." 3.07 SPARE PARTS A. Provide spares of each type and size of control valve actuator and damper actuator, equal to 10% of the quantity of actuators of each type and size. 3.08 UNIT PRICES -SEE ATTACHED. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 34 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 Additional Building Control System to be included in Scope general Notes: The following table of quantities are for adding or deleting BCS devices that are not indi- cated on the plans, however all work associated with furnishing and installing these devices shall be in- cluded as part of the Contract. These devices shall be installed as a result changes to the design. It is the intent that the unit price per item includes work associated with an additional device installed when the building is 100% complete, with ceiling tiles in and wall finished. The unit costs associated with these items shall include patching and cutting of the walls, finish work, replacement of ceiling tiles. The value provided shall be included as part of the bid for the work, and the value shall be returned to the owner if device is not installed. Item Description Notes Units Estimated Unit Total Price No. of Work Quantity Price BCS- Direct Digi- Additional DDC Panel. Included in the EA 5 1 tal Control unit price shall be work associated with Panel the device, 50' of conduit, wire, testing, (2.3.C) device programming, and additional ac- cessories as required to provide a func- tional device. $ $ BCS- Operator Operator Work Station Included in the unit EA 2 2 WorkStation price shall be work associated with the (2.3.A) device, 50' of conduit, wire, software, test- ing, device programming, and additional accessories as required to provide a func- tional device.. Also included shall be cut- ting and patching of ceiling/ceiling tiles associated with installation of device. BCS- Diagnostic Diagnostic Terminal/Unit finished walls. EA 2 3 Terminal Unit (2.33) BCS- Local Unit Local Control Unit installed. Included in EA 10 4 (2.3.D) the unit price shall be work associated with the device, 50' of conduit, wire, test- ing, device programming, and additional accessories as required to provide a func- tional device. BCS- Unitary Unitary Controller installed in control cir- EA 100 5 Controller cuits where required. Included in the unit (2.4) price shall be work associated with 50' of conduit, wire, testing, device program- ming, and additional accessories as re- wired to provide a functional device. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 35 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 BUILDING CONTROL SYSTEM FOR HVAC SECTION 23 09 00 BCS- BCS Alarm EA 2 6 Panel (2.5) BCS- BCS Room Include sensor, wiring, conduit, Al input EA 20 7 Temperature and programming up to 50' from control Sensor panel. 2.8.B.7 BCS- BCS Duct Include sensor, wiring, conduit, Al input EA 20 8 Temp Sensor and programming up to 50' from control (2.8.13.4) panel. BCS- BCS Aver- Include sensor, wiring, conduit, Al input EA 20 9 age Duct and programming up to 50' from control Temp Sensor panel. 2.8.B.5 $ BCS- BCS Insertion Includes temperature well and sensor, wir- EA 20 10 Element ing, conduit, Al input and programming (2.8.13.6) up to 50' from control panel. BCS- BCS Humidi- Includes temperature well and sensor, wir- EA 10 11 ty Sensor ing, conduit, Al input and programming (2.8.D) up to 50' from control panel. BCS- BCS Static Includes temperature well and sensor, wir- EA 10 12 Pressure ing, conduit, Al input and programming Transmitted up to 50' from control panel. 2.8.E.2 BCS BCS Water Includes temperature well and sensor, wir- EA 2 -13 Differential ing, conduit, Al input and programming Pressure up to 50" from control panel. Transmitter 2.8.E.4 BCS- BCS CO2 EA 14 Sensor (2.10.C) $ $ END OF SECTION 23 09 00 AHCA #23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 23 09 00 - 36 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM NO. 1 05.10.2016 INTERIOR LIGHTING SECTION 26 51 00 SECTION 26 51 00 - INTERIOR LIGHTING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.02 SUMMARY A. Section Includes: 1. Interior lighting fixtures, lamps, and ballasts. 2. Emergency lighting units. 3. Exit signs. 4. Lighting fixture supports. 5. Retrofit kits for fluorescent lighting fixtures. 1.03 DEFINITIONSs A. BF: Ballast factor. B. CCT: Correlated color temperature. C. CRI: Color -rendering index. D. CU: Coefficient of utilization. E. HID: High -intensity discharge. F. IESNA: Illuminating Engineering Society of North America. G. LER: Luminaire efficacy rating. H. Lumen: Measured output of lamp and luminaire, or both. I. Luminaire: Complete lighting fixture, including ballast housing if provided. J. RCR: Room cavity ratio. 1.04 SUBMITTALS A. Product Data: For each type of lighting fixture, arranged in order of fixture designation. Include data on features, accessories, finishes, and the following: 1. Physical description of lighting fixture including dimensions. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00-1 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 2. Emergency lighting units including battery and charger. 3. Ballast, including BF. 4. Energy -efficiency data. 5. Air and Thermal Performance Data: For air -handling lighting fixtures. Furnish data required in "Action Submittals" Article in Division 23 Section "Diffusers, Registers, and Grilles:" 6. Sound Performance Data: For air -handling lighting fixtures. Indicate sound power level and sound transmission class in test reports certified according to standards specified in Division 23 Section "Diffusers, Registers, and Grilles." 7. Life, output (lumens, CRI), and energy -efficiency data for lamps. 8. Photometric data, in IESNA format, based on laboratory tests of each lighting fixture type, outfitted with lamps, ballasts, and accessories identical to those indicated for the lighting fixture as applied in this Project. a. For indicated fixtures, photometric data shall be certified by a qualified independent testing agency. Photometric data for remaining fixtures shall be certified by manufacturer. b. Photometric data shall be certified by a manufacturer's laboratory with a current accreditation under the National Voluntary Laboratory Accreditation Program (NVLAP) for Energy Efficient Lighting Products. B. Shop Drawings: Show details of all lighting fixtures. Indicate dimensions, weights, methods of field assembly, components, features, and accessories. Include plans, elevations, sections, details, and attachments to other work. Wiring Diagrams: For power and control wiring. 2. Custom Lighting Fixtures: Include detailed equipment assemblies and indicate dimensions, weights, loads, required clearances, method of field assembly, components, and location and size of each field connection. Provide sections, details and attachment to other work. C. Samples for Verification: Interior lighting fixtures designated for sample submission in Interior Lighting Fixture Schedule. Each Sample shall include the following: 1. Lamps: Specified units installed. 2. Accessories: Cords and plugs. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 2 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrody Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 D. Coordination Drawings: Reflected ceiling plan(s) and other details, drawn to scale, on which the following items are shown and coordinated with each other, using input from installers of the items involved: 1. Lighting fixtures. 2. Suspended ceiling components. 3. Partitions and millwork that penetrate the ceiling or extends to within 12 inches of the plane of the luminaires. 4. Ceiling -mounted projectors. 5. Structural members to which suspension systems for lighting fixtures will be attached. 6. Other items in finished ceiling including the following: a. Air outlets and inlets. b. Speakers. C. Sprinklers. d. Smoke and fire detectors. e. Occupancy sensors. f. Access panels. 7. Perimeter moldings. E. Qualification Data: For qualified agencies providing photometric data for lighting fixtures. F. Product Certificates: For each type of ballast for bi-level and dimmer - controlled fixtures, from manufacturer. G. Field quality -control reports. H. Special Warranties: As specified in this section. 1.05 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data: For lighting equipment and fixtures to include in emergency, operation, and maintenance manuals. 1. Provide a list of all lamp types used on Project; use ANSI and manufacturers' codes. 1.06 EXTRA MATERIAL A. Furnish extra materials described that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 3 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 1. Lamps: 10 for every 100 of each type and rating installed. Furnish at least one of each type. 2. Plastic Diffusers and Lenses: One for every 100 of each type and rating installed. Furnish at least one of each type. 3. Ballasts: One for every 100 of each type and rating installed. Furnish at least one of each type. 4. Battery and Charger Data: One for each emergency unit type. 5. Globes and Guards: One for every 20 of each type and rating installed. Furnish at least one of each type. 1.07 QUALITY ASSURANCE A. Luminaire Photometric Data Testing Laboratory Qualifications: Provided by manufacturers' laboratories that are accredited under the National Volunteer Laboratory Accreditation Program for Energy Efficient Lighting Products. B. Luminaire Photometric Data Testing Laboratory Qualifications: Provided by an independent agency, with the experience and capability to conduct the testing indicated, that is an NRTL as defined by OSHA in 29 CFR 1910, complying with the IESNA Lighting Measurements Testing & Calculation Guides. C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. D. Comply with NFPA 70. E. FM Global Compliance: Lighting fixtures for hazardous locations shall be listed and labeled for indicated class and division of hazard by FM Global. F. Mockups: Where indicated in the Architectural specifications, provide interior lighting fixtures for room or module component mockups, complete with power and control connections. 1. Submit shop drawing for and obtain Architect's approval of fixtures for mockups before starting installations. 2. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work. 3. Approved fixtures in mockups may become part of the completed Work if undisturbed at time of Substantial Completion. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 4 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 1.08 COORDINATION A. Coordinate layout and installation of lighting fixtures and suspension system with other construction that penetrates ceilings or is supported by them, including HVAC equipment, fire -suppression system, and partition assemblies. Coordinate fluorescent and HID "lay -in" style fixtures with ceiling system specified in other portions of this specification. 1.09 WARRANTY A. Special Warranty for Emergency Lighting Batteries and Emergency Module Assessories: Manufacturer's standard form in which manufacturer of battery - powered emergency lighting unit agrees to repair or replace components of rechargeable batteries that fail. Warranty shall include materials and labor to replace within one year warranty period. 1. Warranty Period for Emergency Lighting Unit Batteries: 10 years from date of Substantial Completion. Full warranty shall apply for first year, and prorated warranty for the remaining nine years. 2. Warranty Period for Emergency Fluorescent Ballast Batteries: Seven years from date of Substantial Completion. Full warranty shall apply for first year, and prorated warranty for the remaining six years. B. Special Warranty for Ballasts: Manufacturer's standard form in which ballast manufacturer agrees to repair or replace ballasts that fail in materials or workmanship within specified warranty period. Warranty Period for Electronic Ballasts: Five years from date of Substantial Completion. 2. Warranty Period for Electromagnetic Ballasts: Three years from date of Substantial Completion. C. Special Warranty for T5 and T8 Fluorescent Lamps: Manufacturer's standard form, made out to Owner and signed by lamp manufacturer agreeing to replace lamps that fail in materials or workmanship, f.o.b. the nearest shipping point to Project site, within specified warranty period indicated below. 1. Warranty Period: Two year(s) from date of Substantial Completion. PART 2 - PRODUCTS 2.01 MANUFACTURERS eR DFGWi AHCA #23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 5 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrody Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 C. Products: Refer to Lighting Fixture Schedule drawing for basis of design lighting fixture package by Landreth, Inc. D. Subject to compliance with requirements and Owner / Architect / Engineering review, the following manufacturer's representatives shall be allowed to bid the molect using a fixture package of approved equals: SESCO LIGHTING A2 HE Williams LT 24 L43/835 AF DIM UNV A7 PHILIPS MIN TG 24 332 UNV 3/1 F2 1/X B1 HE Williams LT 22 L34/835 AF DIM UNV C Finelite HP4WWR (REFLECTOR) (LENGTH) B 8 35 (VOLTAGE) Cl SC D1 Philips P6R D 1500 N Z10 U VB 8 35 D CC D2 Philips P6R D 2000 N Z10 U VB 8 35 D CC D2W Philips P6R D 1500 N Z10 U VB 8 35 WW CC (WALLWASH) D7 HE Williams PHRL75 126Q TP X UNV EX Beahelli VA4RSA J2 HE Williams 76 4 228T5S WG7614 EB2 UNV K HE Williams MDB AER G DI 240/440TT/140TT AD/SAPL15 W FPC118 LVC*C60A EB2/EB2/2/EB1 277 LR Diode LED DI 12V BL35 80 / DRIVER NL Beahelli PLM-2 P8 FINELITE HP 4D 8' 3500 F 277 FA SC XX U Stonco VWXL 42 HFL EB 8 WESTERN FLORIDA LIGHTING A2 Columbia Lighting RLA24-35LWG-EDl U A7 Columbia Lighting 4VS24-332F-FSDRI2-EU-TP4 AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 6 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 B1 Day-O-Lite - Orlando HMLA-D-SI-35-S0-22-G-W-U C Litecontrol - Orlando 60L-G-04-Cl-35K-D030-D10-1CUNV-ECD1 Vantage Luminaries - Orlando A4VPLEDSS-15-35K-L4060SCL-PF D1 F Vantage Luminaries - Orlando A4VPLEDSS-15-35K-L4060SCL-PF D1S Vantage Luminaries - Orlando A4VPLEDSS-15-35K-L4060SCL-PF D2 Vantage Luminaries - Orlando A4VPLEDSS-20-35K-L4060SCL-PF D2W Vantage Luminaries - Orlando A4VPLEDSS-20-35K-L4160SCL-PFDL3 17o D7 Vantage Luminaries - Orlando A6HF126-42-E1-2-6611SCL-TR EX Dual-Lite LXURWE J2 Columbia Lightina CS4-228-EPU-1 PK CSWG4 K NewStar M3F24-HC-1C-L8-L4-35K-D-2-P11-UN LR California Accent Lighting, Inc. - ALS50T-F-WH-LED-4.OK-4W-010V-MO-WET- VOLT-LENGTH NL NewStar SNL2-OF-L-32-UN-AM P8 Litecontrol - Orlando 4L-P-ID-STD-*-08-SOF-C1-35KI650-D400-DO1-1 C-UNV- FA* U Hubbell Lighting, Inc. VWGL-1 VGL-GUARD 2.02 GENERAL REQUIREMENTS FOR LIGHTING FIXTURES AND COMPONENTS A. Recessed Fixtures: Comply with NEMA LE 4 for ceiling compatibility for recessed fixtures. B. Incandescent Fixtures: Comply with UL 1598. Where LER is specified, test according to NEMA LE 5A. C. Fluorescent Fixtures: Comply with UL 1598. Where LER is specified, test according to NEMA LE 5 and NEMA LE 5A as applicable. D. HID Fixtures: Comply with UL 1598. Where LER is specified, test according to NEMA LE 5B. E. Metal Parts: Free of burrs and sharp corners and edges. F. Sheet Metal Components: Steel unless otherwise indicated. Form and support to prevent warping and sagging. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 7 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 G. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit relamping without use of tools. Designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during relamping and when secured in operating position. H. Diffusers and Globes: 1. Acrylic Lighting Diffusers: 100 percent virgin acrylic plastic. High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. a. Lens Thickness: At least 0.125 inch minimum unless otherwise indicated. b. UV stabilized. 2. Glass: Annealed crystal glass unless otherwise indicated. Reflecting Surfaces: Provide materials with minimum reflectance as follows, unless otherwise indicated: 1. White Surfaces: 85 percent. 2. Specular Surfaces: 85 percent. 3. Diffusing Specular Surfaces: 75 percent. 4. Laminated Silver Metalized Film: 90 percent. J. Factory -Applied Labels: Comply with UL 1598. Include recommended lamps and ballasts. Labels shall be located where they will be readily visible to service personnel, but not seen from normal viewing angles when lamps are in place. 1. Label shall include the following lamp and ballast characteristics: a. "USE ONLY" and include specific lamp type. b. Lamp diameter code (T-4, T-5, T-8, etc.), tube configuration (twin, quad, triple, etc.), base type, and nominal wattage for fluorescent and compact fluorescent luminaires. C. Lamp type, wattage, bulb type (ED17, BD56, etc.) and coating (clear or coated) for HID luminaires. d. Start type (preheat, rapid start, instant start, etc.) for fluorescent and compact fluorescent luminaires. e. ANSI ballast type (M98, M57, etc.) for HID luminaires. f. CRI for all luminaires. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 8 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 K. Electromagnetic -Interference Filters: Factory installed to suppress conducted electromagnetic interference as required by MIL-STD-461 E. Fabricate lighting fixtures with one filter on each ballast indicated to require a filter. L. Air -Handling Fluorescent Fixtures: For use with plenum ceiling for air return and heat extraction and for attaching an air -diffuser -boot assembly specified in Division 23 Section "Diffusers, Registers, and Grilles." 1. Air -Supply Units: Slots in one or both side trims join with air -diffuser -boot assemblies. 2. Heat -Removal Units: Air path leads through lamp cavity. 3. Combination Heat -Removal and Air -Supply Unit: Heat is removed through lamp cavity at both ends of the fixture door with air supply same as for air - supply units. 4. Dampers: Operable from outside fixture for control of return -air volume. 5. Static Fixture: Air -supply slots are blanked off, and fixture appearance matches active units. 2.03 BALLASTS FOR LINEAR FLUORESCENT LAMPS A. General Requirements for Electronic Ballasts Comply with UL 935 and with ANSI C82.11, and designed for type and quantity of lamps served. Ballasts shall be designed for full light output unless another BF, dimmer, or bi-level control is indicated. 1. Sound Rating: Class A. 2. Total Harmonic Distortion Rating: Less than 20 percent. 3. Transient Voltage Protection: IEEE C62.41.1 and IEEE C62.41.2, Category A or better. 4. Operating Frequency: 42 kHz or higher. 5. Lamp Current Crest Factor: 1.7 or less. 6. BF: 0.88 or higher. 7. Power Factor: 0.95 or higher. 8. Parallel Lamp Circuits: Multiple lamp ballasts shall comply with ANSI C82.1 1 and shall be connected to maintain full light output on surviving lamps if one or more lamps fail. B. Electronic Programmed -Start Ballasts for T5, T8 Lamps: Comply with ANSI C82.1 1 and the following: Lamp end -of -life detection and shutdown circuit for T5 diameter lamps. 2. Automatic lamp starting after lamp replacement. C. Electromagnetic Ballasts: Comply with ANSI C82.1; energy saving, high -power factor, Class P, and having automatic -reset thermal protection. l . Ballast Manufacturer Certification: Indicated by label. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 9 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 D. Single Ballasts for Multiple Lighting Fixtures: Factory wired with ballast arrangements and bundled extension wiring to suit final installation conditions without modification or rewiring in the field. Ballasts for Low -Temperature Environments: Temperatures 0 Deg F and Higher: Electronic type rated for 0 deg F starting and operating temperature with indicated lamp types. 2. Temperatures Minus 20 Deg F and Higher: Electromagnetic type designed for use with indicated lamp types. F. Ballasts for Low Electromagnetic -Interference Environments: Comply with 47 CFR 18, Ch. 1, Subpart C, for limitations on electromagnetic and radio - frequency interference for consumer equipment. G. Ballasts for Dimmer -Controlled Lighting Fixtures: Electronic type. 1. Dimming Range: 100 to 5 percent of rated lamp lumens. 2. Ballast Input Watts: Can be reduced to 20 percent of normal. 3. Compatibility: Certified by manufacturer for use with specific dimming control system and lamp type indicated. 4. Control: Coordinate wiring from ballast to control device to ensure that the ballast, controller, and connecting wiring are compatible. H. Ballasts for Bi-Level Controlled Lighting Fixtures: Electronic type. 1. Operating Modes: Ballast circuit and leads provide for remote control of the light output of the associated lamp between high- and low-level and off. a. High -Level Operation: 100 percent of rated lamp lumens. b. Low -Level Operation: 50 percent of rated lamp lumens. 2. Ballast shall provide equal current to each lamp in each operating mode. 3. Compatibility: Certified by manufacturer for use with specific bi-level control system and lamp type indicated. 2.04 BALLASTS FOR COMPACT FLUORESCENT LAMPS A. Description: Electronic -programmed rapid -start type, complying with UL 935 and with ANSI C 82.1 1, designed for type and quantity of lamps indicated. Ballast shall be designed for full light output unless dimmer or bi-level control is indicated: AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 10 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrody Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 1. Lamp end -of -life detection and shutdown circuit. 2. Automatic lamp starting after lamp replacement. 3. Sound Rating: Class A. 4. Total Harmonic Distortion Rating: Less than 20 percent. 5. Transient Voltage Protection: IEEE C62.41.1 and IEEE C62.41.2, Category A or better. 6. Operating Frequency: 20 kHz or higher. 7. Lamp Current Crest Factor: 1.7 or less. 8. BF: 0.95 or higher unless otherwise indicated. 9. Power Factor: 0.95 or higher. 10. Interference: Comply with 47 CFR 18, Ch. 1, Subpart C, for limitations on electromagnetic and radio -frequency interference for nonconsumer equipment. 11. Ballast Case Temperature: 75 deg C, maximum. 2.05 EMERGENCY FLUORESCENT POWER UNIT A. Internal Type: Self-contained, modular, battery -inverter unit, factory mounted within lighting fixture body and compatible with ballast. Comply with UL 924. 1. Emergency Connection: Operate one fluorescent lamp(s) continuously at an output of 1100 lumens each. Connect unswitched circuit to battery - inverter unit and switched circuit to fixture ballast. 2. Nightlight Connection: Operate one fluorescent lamp continuously. 3. Test Push Button and Indicator Light: Visible and accessible without opening fixture or entering ceiling space. a. Push Button: Push -to -test type, in unit housing, simulates loss of normal power and demonstrates unit operability. b. Indicator Light: LED indicates normal power on. Normal glow indicates trickle charge; bright glow indicates charging at end of discharge cycle. 4. Battery: Sealed, maintenance -free, nickel -cadmium type. 5. Charger: Fully automatic, solid-state, constant -current type with sealed power transfer relay. 6. Remote Test: Switch in hand-held remote device aimed in direction of tested unit initiates coded infrared signal. Signal reception by factory - installed infrared receiver in tested unit triggers simulation of loss of its normal power supply, providing visual confirmation of either proper or failed emergency response. 7. Integral Self -Test: Factory -installed electronic device automatically initiates code -required test of unit emergency operation at required AHCA #23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 1 1 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 intervals. Test failure is annunciated by an integral audible alarm and a flashing red LED. B. External Type: Self-contained, modular, battery -inverter unit, suitable for powering one or more fluorescent lamps, remote mounted from lighting fixture. Comply with UL 924. 1. Emergency Connection: Operate one fluorescent lamp continuously. Connect unswitched circuit to battery -inverter unit and switched circuit to fixture ballast. 2. Nightlight Connection: Operate one fluorescent lamp in a remote fixture continuously. 3. Battery: Sealed, maintenance -free, nickel -cadmium type. 4. Charger: Fully automatic, solid-state, constant -current type. 5. Housing: NEMA 250, Type 1 enclosure. 6. Test Push Button: Push -to -test type, in unit housing, simulates loss of normal power and demonstrates unit operability. 7. LED Indicator Light: Indicates normal power on. Normal glow indicates trickle charge; bright glow indicates charging at end of discharge cycle. 8. Remote Test: Switch in hand-held remote device aimed in direction of tested unit initiates coded infrared signal. Signal reception by factory - installed infrared receiver in tested unit triggers simulation of loss of its normal power supply, providing visual confirmation of either proper or failed emergency response. 9. Integral Self -Test: Factory -installed electronic device automatically initiates code -required test of unit emergency operation at required intervals. Test failure is annunciated by an integral audible alarm and a flashing red LED. 2.06 BALLASTS FOR HID LAMPS A. Electromagnetic Ballast for Metal -Halide Lamps: Comply with ANSI C82.4 and UL 1029. Include the following features unless otherwise indicated: 1. Ballast Circuit: Constant -wattage autotransformer or regulating high - power -factor type. 2. Minimum Starting Temperature: Minus 22 deg F for single -lamp ballasts. 3. Rated Ambient Operating Temperature: 104 deg F. 4. Open -circuit operation that will not reduce average life. 5. Low -Noise Ballasts: Manufacturers' standard epoxy -encapsulated models designed to minimize audible fixture noise. AHCA #23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 12 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 B. Electronic Ballast for Metal -Halide Lamps: Include the following features unless otherwise indicated: 1. Minimum Starting Temperature: Minus 20 deg F for single -lamp ballasts. 2. Rated Ambient Operating Temperature: 130 deg F. 3. Lamp end -of -life detection and shutdown circuit. 4. Sound Rating: Class A. 5. Total Harmonic Distortion Rating: Less than 20 percent. 6. Transient Voltage Protection: IEEE C62.41.1 and IEEE C62.41..2, Category A or better. 7. Lamp Current Crest Factor: 1.5 or less. 8. Power Factor: 0.90 or higher. 9. Interference: Comply with 47 CFR 18, Ch. 1, Subpart C, for limitations on electromagnetic and radio -frequency interference for nonconsumer equipment. 10. Protection: Class P thermal cutout. 11. Bi-Level Dimming Ballast: Ballast circuit and leads provide for remote control of the light output of the associated fixture between high- and low-level and off. a. High -Level Operation: 100 percent of rated lamp lumens. b. Low -Level Operation: 50 percent of rated lamp lumens. C. Compatibility: Certified by ballast manufacturer for use with specific bi-level control system and lamp type indicated. Certified by lamp manufacturer that ballast operating modes are free from negative effect on lamp life and color -rendering capability. 12. Continuous Dimming Ballast: Dimming range shall be from 100 to 35 percent of rated lamp lumens without flicker. a. Ballast Input Watts: Reduced to a maximum of 50 percent of normal at lowest dimming setting. b. Compatibility: Certified by manufacturer for use with specific dimming control system and lamp type indicated. Certified by lamp manufacturer that ballast operating modes are free from negative effect of lamp life, color rendering capability, and uniformly smooth dimming for high to low lamp lumen output levels. C. High -Pressure Sodium Ballasts: Electromagnetic type, with solid-state igniter/starter. Igniter/starter shall have an average life in pulsing mode of 10,000 hours at an igniter/starter-case temperature of 90 deg C. 1. Instant -Restrike Device: Integral with ballast, or solid-state potted module, factory installed within fixture and compatible with lamps, ballasts, and mogul sockets up to 150 W. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 13 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 2. Minimum Starting Temperature: Minus 40 deg F. 3. Open -circuit operation shall not reduce average lamp life. 2.07 QUARTZ LAMP LIGHTING CONTROLLER A. General Requirements for Controllers: Factory installed by lighting fixture manufacturer. Comply with UL 1598. B. Standby (Quartz Restrike): Automatically switches quartz lamp on when a HID lamp in the fixture is initially energized and during the HID lamp restrike period after brief power outages. C. Connections: Designed for a single branch -circuit connection. D. Switching Off: Automatically switches quartz lamp off when HID lamp reaches approximately 60 percent light output. 2.08 DRIVERS FOR LED FIXTURES A. Electronic Driver for LED Fixtures: Comply with UL 1310 Class 2 requirements for dry and damp locations. Include the following features unless otherwise indicated: 1. Rated for 50,000 hours of life, unless otherwise noted. 2. Sound Rating: Class A. 3. Total Harmonic Distortion Rating: 15 percent or less. 4. Current Crest Factor: 1.5 or less. 5. 0-1 OV Dimming Standard (Step Dimming does not qualify) 2.09 EXIT SIGNS A. General Requirements for Exit Signs: Comply with UL 924; for sign colors, visibility, luminance, and lettering size, comply with authorities having jurisdiction. B. Internally Lighted Signs: 1. Lamps for AC Operation: Fluorescent, two for each fixture, 20,000 hours of rated lamp life. 2. Lamps for AC Operation: LEDs, 50,000 hours minimum rated lamp life. 3. Self -Powered Exit Signs (Battery Type): Integral automatic charger in a self-contained power pack. a. Battery: Sealed, maintenance -free, nickel -cadmium type. b. Charger: Fully automatic, solid-state type with sealed transfer relay. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 14 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 C. Operation: Relay automatically energizes lamp from battery when circuit voltage drops to 80 percent of nominal voltage or below. When normal voltage is restored, relay disconnects lamps from battery, and battery is automatically recharged and floated on charger. d. Test Push Button: Push -to -test type, in unit housing, simulates loss of normal power and demonstrates unit operability. e. LED Indicator Light: Indicates normal power on. Normal glow indicates trickle charge; bright glow indicates charging at end of discharge cycle. f. Remote Test: Switch in hand-held remote device aimed in direction of tested unit initiates coded infrared signal. Signal reception by factory -installed infrared receiver in tested unit triggers simulation of loss of its normal power supply, providing visual confirmation of either proper or failed emergency response. g. Integral Self -Test: Factory -installed electronic device automatically initiates code -required test of unit emergency operation at required intervals. Test failure is annunciated by an integral audible alarm and a flashing red LED. 4. Master/Remote Sign Configurations: a. Master Unit: Comply with requirements above for self -powered exit signs, and provide additional capacity in LED power supply for power connection to remote unit. b. Remote Unit: Comply with requirements above for self -powered exit signs, except omit power supply, battery, and test features. Arrange to receive full power requirements from master unit. Connect for testing concurrently with master unit as a unified system. 2.10 EMERGENCY LIGHTING UNITS A. General Requirements for Emergency Lighting Units: Self-contained units complying with UL 924. 1. Battery: Sealed, maintenance -free, lead -acid type. 2. Charger: Fully automatic, solid-state type with sealed transfer relay. 3. Operation: Relay automatically turns lamp on when power -supply circuit voltage drops to 80 percent of nominal voltage or below. Lamp automatically disconnects from battery when voltage approaches deep - discharge level. When normal voltage is restored, relay disconnects AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 15 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 lamps from battery, and battery is automatically recharged and floated on charger. 4. Test Push Button: Push -to -test type, in unit housing, simulates loss of normal power and demonstrates unit operability. 5. LED Indicator Light: Indicates normal power on. Normal glow indicates trickle charge; bright glow indicates charging at end of discharge cycle. 6. Wire Guard: Heavy -chrome -plated wire guard protects lamp heads or fixtures. 7. Integral Time -Delay Relay: Holds unit on for fixed interval of 15 minutes when power is restored after an outage. 8. Remote Test: Switch in hand-held remote device aimed in direction of tested unit initiates coded infrared signal. Signal reception by factory - installed infrared receiver in tested unit triggers simulation of loss of its normal power supply, providing visual confirmation of either proper or failed emergency response. 9. Integral Self -Test: Factory -installed electronic device automatically initiates code -required test of unit emergency operation at required intervals. Test failure is annunciated by an integral audible alarm and a flashing red LED. 2.11 FLUORESCENT LAMPS A. T8 rapid -start [low mercury] lamps, rated 32 W maximum, nominal length of 48 inches, 2800 initial lumens (minimum), CRI 75 (minimum), color temperature 3500K, and average rated life 20,000 hours unless otherwise indicated. B. T8 rapid -start [low mercury] lamps, rated 17 W maximum, nominal length of 24 inches, 1300 initial lumens (minimum), CRI 75 (minimum), color temperature 3500K, and average rated life of 20,000 hours unless otherwise indicated. C. T5 rapid -start [low mercury] lamps, rated 28 W maximum, nominal length of 45.2 inches, 2900 initial lumens (minimum), CRI 85 (minimum), color temperature 3000K, and average rated life of 20,000 hours unless otherwise indicated. D. T5HO rapid -start, high -output [low mercury] lamps, rated 54 W maximum, nominal length of 45.2 inches, 5000 initial lumens (minimum), CRI 85 (minimum), color temperature 3500K, and average rated life of 20,000 hours unless otherwise indicated. E. Compact Fluorescent [low mercury] Lamps: 4-Pin, CRI 80 (minimum), color temperature 3500K, average rated life of 101000 hours at three hours operation per start, and suitable for use with dimming ballasts unless otherwise indicated. AHCA #23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 16 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 l . 13 W: T4, double or triple tube, rated 900 initial lumens (minimum). 2. 18 W: T4, double or triple tube, rated 1200 initial lumens (minimum). 3. 26 W: T4, double or triple tube, rated 1800 initial lumens (minimum). 4. 32 W: T4, triple tube, rated 2400 initial lumens (minimum). 5. 42 W: T4, triple tube, rated 3200 initial lumens (minimum). 6. 57 W: T4, triple tube, rated 4300 initial lumens (minimum). 7. 70 W: T4, triple tube, rated 5200 initial lumens (minimum). Fluorescent Low Mercury Lamps: Comply with Environmental Protection Agency (EPA) toxicity characteristic leaching procedure test; shall yield less that 0.2 mg of mercury per liter when testing according to NEMA LL1. 2.12 HID LAMPS A. Metal -Halide Lamps: ANSI C78.43, with minimum CRI 65 and color temperature 4000K. B. Pulse -Start, Metal -Halide Lamps: Minimum CRI 65, and color temperature 4000K. C. Ceramic, Pulse -Start, Metal -Halide Lamps: Minimum CRI 80 and color temperature 4000K. 2.13 LED FIXTURES A. Except as otherwise indicated, provide LED luminaires, of types and sizes indicated on fixture schedules. B. Include the following features unless otherwise indicated: 1. Each Luminaire shall consist of an assembly that utilizes LEDs as the light source. In addition, a complete luminaire shall consist of a housing, LED array, and electronic driver (power supply). 2. Each luminaire shall be rated for a minimum operational life of 50,000 hours utilizing a minimum ambient temperature of (250C). 3. Light Emitting Diodes tested under LM-80 Standards for a minimum of 12,000 hours. 4. Color Rendering Index (CRI) of 82 at a minimum. 5. Color temperature 3500K, unless otherwise indicated. AHCA #23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 17 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 6. Rated lumen maintenance at 70% lumen output for 50,000 hours, unless otherwise indicated. 7. Fixture efficacy of 60 Lumens/Watt, minimum. 8. 5 year luminaire warranty, minimum. 9. Photometry must comply with IESNA LM-79. 10. The individual LEDs shall be constructed such that a catastrophic loss of the failure of one LED will not result in the loss of the entire luminaire. C. Technical Requirements: 1. Luminaire shall have a minimum efficacy of 60 lumens per watt. The luminaire shall not consume power in the off state. 2.Operation Voltage: The luminaire shall operate from a 50 HZ to 60 HZ AC line over a voltage ranging from 120 VAC to 277 VAC. The fluctuations of line voltage shall have no visible effect on the luminous output. 3. Power Factor: The luminaire shall have a power factor of 0.9 or greater. 4.THD: Total harmonic distortion (current and voltage) induced into an AC power line by a luminaire shall not exceed 15 percent. 5.Operational Performance: The LED circuitry shall prevent visible flicker to the unaided eye over the voltage range specified above. D. Thermal Management: 1.The thermal management (of the heat generated by the LEDs) shall be of sufficient capacity to assure proper operation of the luminaire over the expected useful life. 2. The LED manufacturer's maximum thermal pad temperature for the expected life shall not be exceeded. 3.Thermal management shall be passive by design. The use of fans or other mechanical devices shall not be allowed. 4.The luminaire shall have a minimum heat sink surface such that LED manufacturer's maximum junction temperature is not exceeded at maximum rated ambient temperature. 2.14 LIGHTING FIXTURE SUPPORT COMPONENTS A. Comply with Division 26 Section "Hangers and Supports for Electrical Systems" for channel- and angle -iron supports and nonmetallic channel and angle supports. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 18 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 B. Single -Stem Hangers: 1/2-inch steel tubing with swivel ball fittings and ceiling canopy. Finish some as fixture. C. Twin -Stem Hangers: Two, 1/2-inch steel tubes with single canopy designed to mount a single fixture. Finish some as fixture. D. Wires: ASTM A 641 /A 641 M, Class 3, soft temper, zinc -coated steel, 12 gage. E. Wires for Humid Spaces: ASTM A 580/A 580M, Composition 302 or 304, annealed stainless steel, 12 gage. F. Rod Hangers: 3/16-inch minimum diameter, cadmium -plated, threaded steel rod. G. Hook Hangers: Integrated assembly matched to fixture and line voltage and equipped with threaded attachment, cord, and locking -type plug. 2.15 RETROFIT KITS FOR FLUORESCENT LIGHTING FIXTURES A. Reflector Kit: UL 1598, Type I. Suitable for two- to four -lamp, surface -mounted or recessed lighting fixtures by improving reflectivity of fixture surfaces. B. Ballast and Lamp Change Kit: UL 1598, Type II. Suitable for changing existing ballast, lamps, and sockets. PART 3 - EXECUTION 3.01 INSTALLATION A. Lighting fixtures: Set level, plumb, and square with ceilings and walls unless otherwise indicated. 2. Install lamp(s) in each luminaire. B. Temporary Lighting: Use permanent luminaires when approved by Owner and Architect. for temporary lighting shall be permitted subject to the following conditions: 1. Install and energize the minimum number of luminaires necessary. 2. When construction is sufficiently complete, luminaires used for temporary lighting shall be thoroughly cleaned, and new lamps installed. AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 19 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrody Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 C. Remote Mounting of Ballasts: Distance between the ballast and fixture shall not exceed that recommended by ballast manufacturer. Verify, with ballast manufacturers, maximum distance between ballast and luminaire. D. Remote Monitoring of LED Driver(s): Distance between the driver and fixture(s) shall not exceed that recommended by the driver manufacturer. Verify with driver manufacturer, maximum distance between driver and luminaries. E. Lay -in Ceiling Lighting Fixtures Supports: Use grid as a support element. 1. Install ceiling support system rods or wires, independent of the ceiling suspension devices, for each fixture. Locate not more than 6 inches from lighting fixture corners. a. 2'x4' fixtures: 4 rods or wires at fixture corner. b. Vx4' and 2'x2' fixtures: 2 rods or wires at cater -corners of fixture. C. Others (smaller than 1' x 4' and 2'x2'): 1 rod or wire. d. Large fixtures: (larger than 2'x4'): per engineer's recommendations. 2. Support Clips: Fasten to lighting fixtures and to ceiling grid members at or near each fixture corner with clips that are UL listed for the application. 3. Fixtures of Sizes Less Than Ceiling Grid: Install as indicated on reflected ceiling plans or center in acoustical panel, and support fixtures independently with at least two 3/4-inch metal channels spanning and secured to ceiling tees. 4. Install at least one independent support rod or wire from structure to a tab on lighting fixture. Wire or rod shall have breaking strength of the weight of fixture at a safety factor of 3. F. Suspended Lighting Fixture Support: 1. Pendants and Rods: Where longer than 48 inches, brace to limit swinging. 2. Stem -Mounted, Single -Unit Fixtures: Suspend with twin -stem hangers. 3. Continuous Rows: Use tubing or stem for wiring at one point and tubing or rod for suspension for each unit length of fixture chassis, including one at each end. 4. Do not use grid as support for pendant luminaires. Connect support wires or rods to building structure. G. Air -Handling Lighting Fixtures: Install with dampers closed and ready for adjustment. H. Connect wiring according to Division 26 Section "Low -Voltage Electrical Power Conductors and Cables:' 3.02 IDENTIFICATION AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 20 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #1 15498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 INTERIOR LIGHTING SECTION 26 51 00 A. Comply with requirements for identification specified in Division 26 section "Identification for Electrical Systems". B. Install labels with panel and circuit numbers on concealed luminaire junction and outlet boxes. Comply with requirements for identification specified in Division 26 Section "Identification for Electrical Systems." 3.03 FIELD QUALITY CONTROL A. Test for Emergency Lighting: Interrupt power supply to demonstrate proper operation. Verify transfer from normal power to battery and retransfer to normal. B. Prepare a written report of tests, inspections, observations, and verifications indicating and interpreting results. If adjustments are made to lighting system, retest to demonstrate compliance with standards. 3.04 STARTUP SERVICE A. Burn -in all lamps that require specific aging period to operate properly, prior to occupancy by Owner. Burn -in fluorescent and compact fluorescent lamps intended to be dimmed, for at least 100 hours at full voltage. 3.05 ADJUSTING A. Luminaire Aiming: Prior to Substantial Completion, provide on -site assistance to adjustaimable luminaires. Provide two visits for minimum of 2 hours per visit to Project during other -than -normal construction hours for this purpose. Adjustment of outdoor luminaries, or indoor luminaries in areas of high levels of daylight shall be aimed during evening hours. Provide all motorized lifts as necessary to reach adjustable fixtures. Adjust aimable luminaires in the presence of Architect. END OF SECTION 26 51 00 AHCA #23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 2651 00 - 21 HB #H-15027 ED EXPANSION & ORTHO RENOVATION TLC #115498 ©HuntonBrady Architects, P.A. ADDENDUM #1 05.10.16 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Elastizell Corporation of America P.O. Box 1462 Ann Arbor, MI 48106 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.mininidade.gov/economv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Elastizell Lightweight Insulating Concrete Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08-1219.03 and consists of pages 1 through 12. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 13-0617.20 Expiration Date: 08/28/18 Approval Date: 09/05/13 Page 1 of 12 ROOFING COMPONENT APPROVAL Category: Sub-Cateeory• Materials: Maximum Design Pressure: Roofing Lightweight Insulating Concrete Cellular, Hybrid -542.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Specifications Product Description Elastizell JLE Foam various ASTM C796 Foaming agent to produce pre - Concentrate ASTM C495 formed foam for use in lightweight cellular concrete. Zell -Crete Fibers 15 Denier - 3/4" Proprietary Polyester fiber used in lightweight long cellular concrete to improve tensile and shear performance. Elastizell Zell-erator Dosage: Proprietary Water based, sodium silicate solution Sealer 200 sq. ft./gal. applied to top surface of lightweight cellular concrete deck to enhance curing and sealing. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Specifications Description Manufacturer (with current NOA) Portland Cement Various ASTM C150 Portland Cement Generic Vermiculite Various ASTM C332 Vermiculite Aggregate Generic Aggregate EPS Holey Board 2' x 4' x 1" ASTM C578 Expanded polystyrene board Generic or with six holes per 8 sq. ft. and 4' x 4' x 1" eight to eleven holes per 16 sq. ft. Top and bottom surfaces are smooth. NOA No.: 13-0617.20 Expiration Date: 08/28/18 Approval Date: 09/05/13 Page 2 of 12 EVIDENCE SUBMITTED: Test A¢ency Test Identifier Test Name/Report Date Florida Testing Engineering and GL0811-01DN TAS 114 11/10/08 Consulting Factory Mutual Research Corp. J.I. 2Z9A6.AM Uplift Resistance 11/06/96 J.I. OD3A3.AM (FM 4470/4454 - TAS 114) 04/04/97 IRT Consulting of S. Florida, Inc. 99027 TAS 114 09/30/99 99028 09/30/99 99029 09/30/99 99030 09/30/99 99033 09/30/99 99034 09/30/99 00001 03/30/00 Atlantic & Caribbean Roof ACRC 03012 TAS 114 12/04/03 Consulting, LLC Trinity I ERD 4453.10.96-1 TAS 114 10/30/96 2003.02.97-1 FM 4470/4454 - TAS 114 02/06/97 2003-2.04.97-1 FM 4470/4454 - TAS 114 04/24/97 3953-2.04.97-1 FM 4470/4454 - TAS 114 04/24/97 4217.04.97-1 FM 4470/4454 - TAS 114 04/24/97 4361-2.04.97-1 FM 4470/4454 - TAS 114 04/24/97 4504.04.97-1 FM 4470/4454 - TAS 114 04/24/97 4611.04.97-1 FM 4470/4454 - TAS 114 04/24/97 01090.01.03-1 TAS 114 01/22/03 E9490.03.08 FM 4470/4454 - TAS 114 03/25/08 E45690.08.13-R1 FM 4470/4454 - TAS 114 08/23/13 NOA No.: 13-0617.20 M AMI•DA E COUNTY Expiration Date: 08/28/18 • • Approval Date: 09/05/13 Page 3 of 12 APPROVED APPLICATIONS: Deck Type 1: System A: Cast Density Range: Dry Density Range: Lightweight Insulating Concrete Cellular 34 - 50 PCF 27 - 40 PCF 28 Day Compressive Strength Range: 200 - 350 psi Minimum Characteristic Resistance Force with Approved Fasteners: Cure Time 2-4 days 15 Days 21 Days 28 Days Components: Portland Cement ASTM C 150: Foaming Agent ASTM C 869: Water (max chloride level 250 ppm): Zell -Crete Fibers (optional): Other Approved admixtures (optional): MCRF (lbf) 46 lbf 77 lbf 112 lbf 141 lbf 94 lbs. bag 40:1 Water/Concentrate 3.0 ft3 pre -formed foam 5 gal./sack 1.8 lb./cubic yd. see manufacturer's instructions Wet and Dry D nsity Ranges sulting from Range of Proportioned Ingredients Compressive Strength (psi) Cast Density Range (pcf) Dry Density Range (pcf) Pro ortions for a Cubic Yard Foam ft3 Cement Range lbs. Mixing Water Range lbs. Minimum Thickness inches 200 - 249 32 - 40 22 - 30 19.70 - 17.70 590 - 730 267 - 350 2 250 - 350 42 - 50 32 - 40 17.70 - 15.60 730 - 870 350 - 432 2 NOA No.: 13-0617.20 Expiration Date: 08/28/18 Approval Date: 09/05/13 Page 4 of 12 Deck Type 1: System B: Cast Density Range: Dry Density Range: Lightweight Insulating Concrete Cellular/Hybrid 42-55 PCF 30-44 PCF 28 Day Compressive Strength Range: 200-350 psi Minimum Characteristic Resistance Force with Approved Fasteners. Cure Time 3-5 days Components: Portland Cement ASTM C 150: Foaming Agent ASTM C 869: Water (max chloride level 250 ppm): Vermiculite Aggregate ASTM C332 Zell -Crete Fibers (optional): Other Approved admixtures (optional) MCRF (lbf) 401bf 94 lbs. bag 40:1 Dilution (Water/Concentrate) 3.0 ft3 pre -formed foam 7-8 gal./sack 1-1.5 cubic feet/sack of cement 1-21bs./cubic yd. see manufacturer's instructions Wet and D Densitv Ran es Resulting from Range of Proportioned Ingredients Compressive Strength (psi Cast Density Range (pcf) Dry Density Range (pcf) Pro ortions for a Cubic Yard Foam (ft) Cement Range lbs. Mix Water (gallons) Vermiculite Aggregate (ft) Minimum Thickness (inches) 200-249 42-48 32-38 19.70 - 17.70 600 48-54 8 2 250-+350 48-54 38-44 17.70 - 15.60 650 48-54 8 2 NOA No.: 13-0617.20 Expiration Date: 08/28/18 Approval Date: 09/05/13 Page 5 of 12 Deck Type 1: Lightweight Insulating Concrete Application: Materials shall be mixed in a horizontal paddle drum mixer and pumped to the roof at the indicated density and in compliance with manufacturer's specifications. Cast densities shall be checked and recorded as it comes out of the hose at a minimum interval of one hour. Polystyrene Insulation: Minimum Density: 1.0 pcf Minimum Dimension: 1"x 2'x 4' Holes for keying: Minimum 6 holes at minimum 2-7/8" diameter per 8 sq. ft. or 8 to 11 holes at a minimum 2-7/8" diameter per 16 sq. ft. Boards may be flat corrugated or grooved. See Approved polystyrene noted in the Trade Names and Maximum Design Pressures Sections of this Notice of Acceptance. Rigid insulation panels shall be placed in a minimum 1/8" slurry -coat of insulating concrete, while the material is still in a plastic state, and shall be covered with a minimum 2" topcoat cast within 24 hours of placement of the insulation panels. The insulating concrete topcoat shall be screeded to a smooth finish surface free of ridges and at the proper thickness and slope prior to the installation of the roofing membrane. For steel deck applications, there shall be no traffic on the roof deck for 24 hours following installation of insulation. NOA No.: 13-0617.20 Expiration Date: 08/28/18 Approval Date: 09/05/13 Page 6 of 12 SUBSTRATE REQUIREMENTS: Note: Refer to Maximum Design Pressures Section of this Notice of Acceptance for specific substrate or substrate treatment requirements. New Construction: Steel: Minimum 22 ga. galvanized G-90 attached to supports in compliance with applicable Building Code. (See maximum design pressures for limitations on deck gauge) Concrete: Structurally designed in compliance with applicable Building Code. ExistinLFConstruction: Concrete: Broom cleaned and free of any materials or covering that may impede bonding. Substrate shall be in compliance with applicable Building Code. Gravel Surfaced BUR: Loose gravel shall be removed, and adhesion of existing roof system shall be tested in compliance with Testing Application Standard TAS 124 to meet the design pressure requirements determined in compliance with applicable Building Code. Smooth Surface BUR: Adhesion of existing roof system shall be tested in compliance with TAS 124 to meet the design pressure requirements determined in compliance with applicable Building Code. Granule Surface Cap: Adhesion of existing roof system shall be tested in compliance with TAS 124 to meet the design pressure requirements determined in compliance with applicable Building Code. Temporary Roofing: Shall be installed in compliance with applicable Building Code. NOA No.: 13-0617.20 Expiration Date: 08/28/18 Approval Date: 09/05/13 Page 7of12 Maximum Design Pressures: Substructure Admixtures Substrate Min. Polystyrene Maximum (Top Coat) Treatment Compressive Insulation Board Design Strength Pressure NEW CONSTRUCTION Min. 22 ga., type B, grade D none none 200 psi (Optional) 45 psf slotted steel deck welded to steel Minimum 2" thick & supports at every flute with 5/8" 1.0 pcf flat puddle welds. Deck side laps corrugated or fastened with 3 self -tapping grooved board. fasteners evenly divided within the 5 ft. spacing. Min. 20 ga., 1.5" type BV, G-90 (Optional) none min. 200 psi 2" Minimum 2" thick & 52.5 psf steel deck welded to supports Zell -Crete thick Range II 1.0 pcf flat spaced max. 6'-3" o.c. with 5/8" Fibers corrugated or puddle welds or Traxx/5 fasteners grooved board. every flute. Deck side laps are fastened with #10 TEK screws at 18" o.c. Min. 22 ga., 1.5" type B, Grade 33 Zell -Crete none min. 250 psi Minimum 1" thick & 52.5 psf steel deck welded to supports Fibers 1.0 pcf flat spaced max. 6' o.c. with 5/8" corrugated or puddle welds or Traxx/5 fasteners grooved board. every flute. Deck side laps are fastened with four self -tapping #10 TEK screws evenly divided within the 6 ft. spacing. Min. 22 ga., type B, grade 80 none none 200 psi cellular (Optional) 60 psf slotted steel deck welded to steel Minimum 1" thick & supports spaced 5' o.c. at every 1.0 pcf. flute with 5/8" puddle welds or Traxx/5 fasteners. Deck side laps are fastened with 3 self -tapping fasteners evenly divided within the 5 ft. spacing. Min. 22 ga., 1.5" type BV, G-90 none none Min. 250 psi 2" Minimum 2" thick & 75 psf steel deck welded to supports thick EVM 1.0 pcf flat spaced max 6' o.c. with 5/8" Hybrid or min. corrugated or puddle welds or Traxx/5 fasteners 200 psi 2" thick grooved board. every flute. Deck side laps are Range II fastened with #10 TEK screws at 15" o.c. Min. 22 ga., Type B, Grade 33 Zell -Crete none min. 550 psi (Optional) 75 psf vented steel deck attached to Fibers Minimum 1" thick supports spaced max. 4' o.c. with EPS Holey Board Traxx/5 fasteners spaced 6" o.c. Deck side laps are fastened with Traxx/1 fasteners spaced 18" o.c. NOA No.: 13-0617.20 Expiration Date: 08/28/18 Approval Date: 09/05/13 Page 8 of 12 Substructure Admixtures Substrate Min. Polystyrene Maximum (Top Coat) Treatment Compressive Insulation Board Design Strength Pressure NEW CONSTRUCTION Min. 22 ga., 1.5" type BV, G-90 (Optional) none min. 200 psi 2" Minimum 2" thick & 82.5 psf steel deck welded to supports Zell -Crete thick Range I1 1.0 pcf flat spaced max. 6' o.c. with 5/8" Fibers corrugated or puddle welds every flute. Deck grooved board. side laps are fastened with #10 TEK screws at 18" o.c. Min. 22 ga., 1.5" type B, Grade 33 Zell -Crete none min. 250 psi Minimum 1" thick & 90 psf* steel deck welded to supports Fibers 1.0 pcf flat (Deck spaced max. 6' o.c. with 5/8" corrugated or Only no puddle welds or Traxx/5 fasteners grooved board. roof cover) every flute. Deck side laps are fastened with four self -tapping #10 TEK screws evenly divided within the 6 ft. spacing. Min. 22 ga., Type B, Grade 33 Zell -Crete none min. 550 psi none 90 psf vented steel deck attached to Fibers supports spaced max. 4' o.c. with Traxx/5 fasteners spaced 6" o.c. Deck side laps are fastened with Traxx/1 fasteners spaced 18" o.c. Min. 22 ga., 1.5" type BV, G-90 (Optional) none min. 250 psi 2" Minimum 1" thick & 97.5 psf steel deck welded to supports Zell -Crete thick Range 11 1.0 pcf flat spaced max. 5' o.c. with 5/8" Fibers corrugated or puddle welds every flute. Deck grooved board. side laps are fastened with #10 TEK screws at 15" o.c. Min. 22 ga., 1.5" type BV, G-90 Zell -Crete none min. 200 psi 2" (Optional) 105 psf steel deck welded to supports Fibers thick Range II Minimum 2" " thick spaced max. 6' o.c. with 5/8" & 1.0 pcf puddle welds every flute. Deck side laps are fastened with #14 TEK screws at 6" o.c. Min. 22 ga., Type B, Grade 33 Zell -Crete none min. 700 psi Minimum 1" thick 105 psf vented steel deck attached to Fibers EPS Holey Board supports spaced max. 6' o.c. with Traxx/5 fasteners spaced 6" o.c. Deck side laps are fastened with Traxx/1 fasteners spaced 18" o.c. Min. 22 ga., 1.5" type BV, G-90 (Optional) none min. 250 psi 3" Minimum 2" " thick 112.5 psf steel deck welded to supports Zell -Crete thick Range lI & 1.0 pcf spaced max. 5' o.c. with 5/8" Fibers puddle welds every flute. Deck side laps are fastened with #10 TEK screws at 15" o.c. NOA No.: 13-0617.20 Expiration Date: 08/28/18 Approval Date: 09/05/13 Page 9 of 12 Substructure Admixtures (Top Coat) Substrate Treatment Min. Compressive Strength Polystyrene Insulation Board Maximum Design Pressure NEW CONSTRUCTION Min. 26 ga., 1.5" type BV, G-90 Zell -Crete none min. 350 psi 2" Minimum 1" thick & 112.5 psf steel deck welded to supports Fibers thick Cellular/ 1.0 pcf flat spaced max. 5' o.c. with 5/8" Hybrid corrugated or puddle welds or Traxx/5 fasteners grooved board. every flute. Deck side laps are fastened with 3 #10 TEK screws evenly divided within the 5 ft. urlin spacing. Substructure Admixtures Substrate Min. Polystyrene Maximum (Top Coat) Treatment Compressive Insulation Board Design Strength Pressure NEW CONSTRUCTION OR REROOF TEAR -OFF Structural concrete deck none none min. 450 psi (Optional) 145 psf Minimum 1" thick EPS Holey Board Structural concrete deck none none min. 250 psi (Optional) 205 psf Minimum 1" thick & 1.0 pcf flat corrugated or grooved board. Structural concrete deck none none min. 200 psi (Optional) 240 psf Minimum 1" thick & 1.0 pcf flat corrugated or grooved board. Structural concrete deck none none min. 450 psi (Optional) 240 psf Minimum 1" thick & 1.0 pcf flat corrugated or grooved board. Structural concrete deck none ASTM D41 primed min. 450 psi (Optional) 240 psf followed by torch applied Minimum 1" thick & ASTM D6163; Grade G 1.0 pcf flat modified bitumen dry in corrugated or sheet. grooved board. Structural concrete deck none ASTM D41 primed min. 300 psi none 302.5 psf followed by torch applied ASTM D6162, D6163, or D6164; Grade G modified bitumen dry in sheet. Structural concrete deck none none min. 300 psi none 542.5 psf Structural concrete deck none none min. 450 psi I none 542.5 psf NOA No.: 13-0617.20 CMIAWQ�ADE COUNTY Expiration Date: 08/28/18 • Approval Date: 09/05/13 Page 10 of 12 Substructure Admixtures Substrate Min. Polystyrene Maximum (Top Coat) Treatment Compressive Insulation Board Design Strength Pressure NEW CONSTRUCTION OR REROOF TEAR -OFF RECOVER Existing structural concrete deck none none min. 200 psi (Optional) 112 psf with existing asphaltic BUR roof Minimum 1" thick & cover 1.0 pcf flat corrugated or grooved board. Existing structural concrete deck none none min. 250 psi (Optional) 342 psf with existing asphaltic BUR roof Minimum 1" thick & cover 1.0 pcf flat corrugated or grooved board. Existing structural concrete deck none none min. 250 psi (Optional) 367.5 psf with existing asphaltic smooth Minimum 1" thick & BUR roof cover 1.0 pcf flat corrugated or grooved board. Note: Maximum Design Pressures noted herein shall be used in conjunction with those maximum design pressures published in the Roof System Assembly Notice of Acceptance for Approved Systems over lightweight concrete decks. NOA No.: 13-0617.20 Expiration Date: 08/28/18 Approval Date: 09/05/13 Page 11 of 12 GENERAL LIMITATIONS: 1. Any excess water on the lightweight concrete shall be removed prior to roof installation. 2. Applicator shall maintain a job log and make it available to the Building Official upon request. The job log shall contain cast densities recordings taken at a minimum interval of one -hour. a. Cast densities shall be measured with calibrated scale accurate from 1 to 50 lbs. The scale shall display weight in increments of lb. and be accurately calibrated to 1/16 lb. b. The measuring bucket shall be of 5 quarts or larger 3. Lightweight insulating concrete installation shall demonstrate its suitability to perform as a satisfactory substrate during "walkability inspection". If the deck or a portion of the deck is determined to be out of compliance, the Building Official may call for further testing (if applicable for the roof system) to confirm fastener spacing or provide data for the roof system manufacturer to calculate a new fastener pattern. Fastener testing (if applicable for the roof system) shall be required. Any areas where fasteners will not hold a minimum 40 lbf. after 5 days of cure shall be removed and recast. 4. Fastener spacing for mechanical attachment of anchoribase sheet or membrane attachment is based on a minimum fastener resistance value as calculated in conjunction with the maximum design value listed within specific roof membrane manufacturer's NOA. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. If continued noncompliance is observed and the roof deck and associated roof system cannot be corrected based on additional testing and attachment calculations, the Building Official may call for the removal of all or portions of the deck. 5. Roofing contractor shall consult with roofing system manufacturer for compatibility with all surface coatings or treatments listed in this NOA. 6. Direct -adhered single ply systems shall be installed in strict compliance with membrane manufacturer's specifications and roof assembly manufacturer NOA. 7. Maximum Design Pressures noted in this NOA shall be used in conjunction with the maximum design pressures published in the Roof Assembly Product Control Notice of Acceptance for Approved Systems over lightweight concrete decks. 8. All coatings or surface preparation materials applied to the lightweight insulating concrete shall be listed as an approved interface material with the roof assembly manufacturer. 9. A slurry coat lightweight insulating concrete shall be applied with insulation boards immediately adhered in the minimum 1/8" slurry coat. Slurry coat and insulation boards shall be left undisturbed to cure overnight before the application of the topcoat. If installation is interrupted due to inclement weather or other situations beyond the control of the contractor, the installed insulation board shall be inspected to confirm adhesion to the substrate. Over solid substrates, topping installation shall not be delayed over 24 hours. 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0617.20 Expiration Date: 08/28/18 Approval Date: 09/05/13 Page 12 of 12 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: 70 6A` � ZY0 Permit Type: fps i tcy All-4 a 6' Q Approved w/no comments: ❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Kalvin Switzer', - Plans`Examiner Date r Contractor and/or Homeowner (Required when comments are present) Hunton A R C H I T E C T S Construction Change Directive No.: 4 Revision No.: 5 Project Name: ED Expansion & Ortho Renovation Project No.: H-15027.00 Date: 04.28.17 To: Brasfield & Gorrie The following change(s) and/or revisions in the contract will be required: Redesign of Results Waiting, RFI Responses Attachments: Proceed as follows: ❑ Proceed with the work described without change in the contract sum or contract time. If the contractor considers work described in this directive to require adjustment in contract sum or contract time, advise the owner immediately in writing prior to proceeding with work. Owner co -signature is not required for this action. ❑ Submit an itemized proposed change order showing labor and material costs associated with the proposed change, indicating either an increase or decrease in contract sum or contract time and the schedule impact for the work. Do not proceed with this work until directed in writing by the owner. Owner co -signature is not required for this item. ® Proceed with work described in this directive immediately. This work will be included in a future change order after negotiation. Owner signature required. ❑ Proceed with work described in this directive immediately on a not -to -exceed basis as noted above. Owner signature required. When signed by architect and/or owner and received by contractor, this document becomes effective immediately as a Construction Change Directive (CCD) and contractor shall proceed as directed above. HuntonBrady Architects P.A. Contractor: Owner: 800 N. Magnolia Ave. Brasfield & Gorrie FH Zephyrhills Suite 600 941 West Morse Blvd., Suite 200 7050 Gall Blvd. Orlando, FL 32803 Winter Park, FL 32789 Zephyrhills, FL 33541 Name: David Horn Name: Jerry Whitfield Name: Ryan Willis Signature: Signature: Signature: Date: Date: Date: Copies To: ❑ CA 3.2 ❑ Owner ❑ Other ❑ Contractor ❑ Other ❑ Other 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Document changes in CCD No. 4 Revision No. 5 include, but are not limited to, the following list of items: DRAWINGS General Drawings Uwg No Description Remarks Reason for Chan e G000 COVER SHEET Add CCD No. 4 & date Coordination G011 SHEET INDEX Add CCD No. 4 to Drawing List Coordination G110 LIFE SAFETY PLAN - 1ST LEVEL Added additional exit light to AHCA Survey corridor 11 C6 Comment Revised locking arrangement Owner Request of door 12C 1 Removed hold opens from Owner Request door 12C1-B and revised locking arrangement Removed hold opens from Owner Request door 12C4 and revised locking arrangement Revised lay out of RM 1305 to RFI 109/ AHCA move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Added hold open symbols to RFI 116/ Owner door 1008-B Change Added hold open symbols to RFI 115/ Owner doors in rooms 1012 & 1013 Change Redesigned Results Waiting Unforeseen (RM 1162) due to unknown Condition structural cross bracing Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 G120 LIFE SAFETY PLAN - 2ND LEVEL Added coffee bar in Post- Owner Change/ Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobby G201 FGI GUIDELINES INFORMATION A8 - Revised to show clear floor AHCA Survey space is met and removed Comment "Renovation" nomenclature 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrody.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Demolition Drawings Dwg No Description Remarks Reason for Chan e D111 L INTERIM LIFE SAFETY PLAN - 1ST Revised lay out of RM 1305 to RFI 109/ AHCA LEVEL - PHASE 1 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change D112 DEMOLITION PLAN - 1ST LEVEL - Revised lay out of RM 1305 to RFI 109/ AHCA PHASE 2 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Removed staff lounge door to Owner Change/ I be relocated RFI 105R Architectural Drawings Dwg No Description Remarks Reason for Clan e A011 DOOR AND FRAME LEGEND Added door frame type "B" AHCA Survey AND IGO Comment Added door frame section "2" AHCA Survey Comment Added IGO Type 5 for Owner Change Registration RM 1025 A012 DOOR SCHEDULES Revised doors. See door Owner Change/ revision legend AHCA Survey Comment A061 TYPICAL MOUNTING HEIGHTS Added bariatric requirements AHCA Survey to dimensions of typical toilet Comment room plans A 110 FLOOR PLAN - 1 ST LEVEL - Revised lay out of RM 1305 to RFI 109/ AHCA OVERALL move sink into toilet room Survey Comment Revised mill work in RM 1125 & Owner Change RM 1126 Redesigned Results Waiting Unforeseen (RM 1162) due to unknown Condition structural cross bracin Revised lay out of Meds area in Owner Change RM 1151 Revised lay out of Registration Unforeseen (RM 1025) Condition/ Owner Change Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 A111 FLOOR PLAN - 1ST LEVEL -PHASE 1 1 Revised mill work in RM 1125 & Owner Change RM 1126 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Dwg Desc ption "prks 011 asoh Chan e Revised lay out of RM 1305 to RFI 109/ AHCA move sink into toilet room Survey Comment Added elevation tag to RM Owner Change 1116 for typical millwork to be added to rooms 1108-1116 Added elevation tags to RM Owner Change 1127 & RM 1128 for millwork Added elevation tag for new Owner Change millwork to replace existing millwork in existing Isolation Exam room Added door between RM 1303 RFI 118/ Owner & RM 1304 Change A111 D DIMENSION PLAN - 1 ST LEVEL - Revised lay out of RM 1305 to RFI 109/ AHCA PHASE 1 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Al 12 FLOOR PLAN - 1ST LEVEL -PHASE 2 Revised lay out of RM 1305 to RFI 109/ AHCA move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Redesigned Results Waiting Unforeseen (RM 1162) due to unknown Condition structural cross bracing Revised lay out of Meds area in Owner Change RM 1151 Revised lay out of Registration Unforeseen (RM 1025) Condition/ Owner Change Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 Al 12D DIMENSION PLAN - 1 ST LEVEL - Revised lay out of RM 1305 to RFI 109/ AHCA PHASE 2 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Redesigned Results Waiting Unforeseen (RM 1162) due to unknown Condition structural cross bracing Revised lay out of Meds area in Owner Change RM 1151 Revised lay out of Registration Unforeseen (RM 1025) Condition/ Owner Change Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrody.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Dwg No Description Remarks Reason for Change Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 A120 FLOOR PLAN - 2ND LEVEL - Added coffee bar in Post- Owner Change/ OVERALL Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobby A121 FLOOR PLAN - 2ND LEVEL- AREA Added coffee bar in Post- Owner Change/ 1 Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobby A121 D DIMENSION PLAN - 2ND LEVEL - Added coffee bar in Post- Owner Change/ AREA 1 Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobby A241 EXTERIOR SECTION DETAILS A9 - Revised detail RFI 093 A411 REFLECTED CEILING PLAN - 1ST Revised lay out of RM 1305 to RFI 109/ AHCA LEVEL - PHASE 1 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change A412 REFLECTED CEILING PLAN - 1ST Revised lay out of RM 1305 to RFI 109/ AHCA LEVEL - PHASE 1 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Redesigned Results Waiting Unforeseen (RM 1162) due to unknown Condition structural cross bracing Revised lay out of Meds area in Owner Change RM 1151 Revised lay out of Registration Unforeseen (RM 1025) Condition/ Owner Change Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 A421 REFLECTED CEILING PLAN - 2ND Added coffee bar in Post- Owner Change/ LEVEL -AREA 1 Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobby A513 ENLARGED PLANS AND J9 & J13 - Revised elevations Owner Change ELEVATIONS - TRIAGE, WORK N6 & N11 - Revised floor plan Owner Change AREA & REGISTRATION and ceiling plan 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 +rrltlQn ,' R@r11gfi1 �1 A514 ENLARGED PLANS AND J 13 - Revised mill work Owner Change ELEVATIONS - FAST TRACK & N11 - Revised mill work Owner Change EXAM ROOM PHASE 2 Al, El, J1 & N1 -Added Owner Change elevations A515 ENLARGED PLANS & ELEVATIONS Revised sheet lay out RFI 128/ - NURSE STATION AND RESULTS Unforeseen WAITING Condition A516 ENLARGED PLANS AND Revised sheet lay out RFI 128/ ELEVATIONS - NURSE STATION Unforeseen Condition A517 ENLARGED PLANS AND D13 - Revised elevation Owner Change/ ELEVATIONS - MAIN NURSE RFI 113 D1 & G1 - Added elevations Owner Change STATION - ADD ALTERNATE G 12 - Revised Nurse Station Owner Change/ counter RFI 113 G7 & G12 - Revised lay out of Owner Change Meds area in Nurse Station (RM 1151 A521 ENLARGED PLANS AND A4 - Removed cabinet and AHCA Survey ELEVATIONS - 2ND LEVEL revised elevation Comment H4 - Added elevation for Owner Change/ RECEPTION AND NURSE STATION coffee bar RFI 099 H7 & N7 - Removed cabinet AHCA Survey and wall bump out at RM 2226 Comment A601 INTERIOR ELEVATIONS - TOILETS - K8, K12 & K15 - Added RFI 122/ Owner 1 ST LEVEL elevations for Blood Gas Change casework N8, N 12 & N 15 - Added RFI 128 elevations for relocated Bariatric Toilet A673 TYPICAL MILLWORK DETAILS New sheet for additional Owner Change casework sections A711 EQUIPMENT PLAN - 1ST LEVEL - Added elevation tag to RM Owner Change PHASE 1 1116 for typical millwork to be added to rooms 1108-1116 Added elevation tags to RM Owner Change 1 127 & RM 1128 for millwork Added elevation tag for new Owner Change millwork to replace existing millwork in existing Isolation Exam room Revised lay out of RM 1305 to RFI 109/ AHCA move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change A712 EQUIPMENT PLAN - 1 ST LEVEL - Revised lay out of RM 1305 to RFI 109/ AHCA PHASE 2 move sink into toilet room Survey Comment 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrody.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 ,No:bescrip i Remo =a k i . a Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Added elevation call outs for RFI 122/ Owner Blood Gas Room casework Change Redesigned Results Waiting Unforeseen (RM 1162) due to unknown Condition structural cross bracing Revised lay out of Meds area in Owner Change RM 1151 Revised lay out of Registration Unforeseen (RM 1025) Condition/ Owner Change Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 A721 EQUIPMENT PLAN - 2ND LEVEL - Added coffee bar in Post- Owner Change/ AREA 1 Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobby A811 FINISH PLAN - 1 ST LEVEL - PHASE Revised lay out of RM 1305 to RFI 109/ AHCA 1 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change A812 FINISH PLAN - 1 ST LEVEL - PHASE Revised lay out of RM 1305 to RFI 109/ AHCA 2 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change A7 & K1 - Redesigned Results Unforeseen Waiting (RM 1162) due to Condition unknown structural cross bracing A4 & A7 - Revised lay out of Owner Change Meds area in RM 1151 Revised lay out of Registration Unforeseen (RM 1025) and adjusted finishes Condition/ Owner accordingly Change Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 Revised accent paint in Nurse Related to Station 1105 Unforeseen Condition 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrody.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 DwON61 " tion Remarks n Reason far Chan a s. A813 ENLARGED FINISH PLANS - 1ST Revised lay out of RM 1305 to RFI 109/ AHCA LEVEL - PHASE 1 AND PHASE 2 move sink into toilet room Survey Comment Ll - Added door between RM RFI 118/ Owner 1303 & RM 1304 Change J 11 -Revised layout of Owner Change/ Registration (RM 1025) and RFI 137 adjusted finishes accordingly A821 FINISH PLAN - 2ND LEVEL - AREA Added coffee bar in Post- Owner Change/ 1 Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobby A911 FLOOR PATTERN PLAN - 1 ST Revised lay out of RM 1305 to RFI 109/ AHCA LEVEL - PHASE 1 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change A912 FLOOR PATTERN PLAN - 1 ST Revised lay out of RM 1305 to RFI 109/ AHCA LEVEL - PHASE 2 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Redesigned Results Waiting Unforeseen (RM 1162) due to unknown Condition structural cross bracing Revised lay out of Registration Unforeseen (RM 1025) Condition/ Owner Change Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 A921 FLOOR PATTERN PLAN - 2ND Added coffee bar in Post- Owner Change/ LEVEL - AREA 1 Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobby Fire Protection Drawings Dwg No Description Remarks Reason for Chan e FP212 FIRE PROTECTION PLAN - LEVEL 1 Revised sprinkler system to Owner Change - PHASE 2 match new wall and ceiling configuration. FP221 FIRE PROTECTION PLAN - LEVEL 2 Revised sprinkler system to Owner Change - AREA 1 match new wall and ceiling configuration. 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Plumbing Drawings Dwg No x ;� [+plyon ernarks .Reason for �. Change P001 GENERAL INFO, LEGENDS & Revised Plumbing Fixture Owner Change SHEET INDEX - PLUMBING Schedule. P112 GRAVITY DEMOLITION PLAN - Revised fixture sanitary piping. Owner Change LEVEL 1 - PHASE 2 P114 PRESSURE DEMOLITION PLAN - Revised fixture sanitary piping. Owner Change LEVEL 1 - PHASE 2 P211 GRAVITY PLAN - LEVEL 1- PHASE Relocated plumbing fixture Owner Change 1 and sanitary i in . P212 GRAVITY PLAN - LEVEL 1 - PHASE Relocated plumbing fixture Owner Change 2 and sanitary i in . P311 PRESSURE PLAN - LEVEL 1 - PHASE Relocated plumbing fixture Owner Change 1 and pressure piping. P312 PRESSURE PLAN - LEVEL 1 - PHASE Relocated plumbing fixture Owner Change 2 and pressure piping. P412 MEDICAL GAS PLAN - LEVEL 1 - Revised Alarm panel location. Owner Change PHASE 1 Revised Medical Gas Piping. P501 PLUMBING DETAIL Revised detail. Coordination P601 PLUMBING RISER DIAGRAMS - Revised sanitary piping. Owner Change GRAVITY P602 PLUMBING RISER DIAGRAMS - Revised sanitary piping. Owner Change GRAVITY P604 PLUMBING RISER DIAGRAMS - Revised pressure piping. Owner Change PRESSURE P605 PLUMBING RISER DIAGRAMS - Revised pressure piping. Owner Change PRESSURE Mechanical Drawings Dwg No Description Remarks Reason for Chan e; M212 DUCTWORK PLAN - LEVEL 1 - Revised ductwork and diffuser Coordination PHASE 2 layout based on revised architectural floor plan. Added note #3. M221 DUCTWORK PLAN - LEVEL 2 - Relocated fan coil unit based Coordination AREA 1 1 on new door location. Electrical Drawings Dwg No Description Remarks Reason for Change E211 POWER PLAN - LEVEL 1 - PHASE 1 Added receptacles Owner Changes E212 POWER PLAN - LEVEL 1 - PHASE Adjusted receptacle locations Coordination 2 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 'Dwg'No Description" Remarks Reason for Change E312 LIGHTING PLAN - LEVEL 1 - Adjusted light locations and Coordination PHASE 2 switch locations E411 FIRE ALARM PLAN - LEVEL 1 - Added hold opens Coordination PHASE 1 E412 FIRE ALARM PLAN - LEVEL 1 - Adjusted fire alarm device Coordination PHASE 2 locations E512 NURSE CALL PLAN - LEVEL 1 - Adjusted nurse call device Coordination PHASE 2 locations E701 ENLARGED TYPICAL ROOMS Updated receptacle locations Coordination in the triage Technology Drawings Dwg No Description Remarks Reason for Change T211 TECHNOLOGY PLAN - LEVEL 1 - Provided remote release for Coordination PHASE 1 doors 1014-A and 1008-A. T212 TECHNOLOGY PLAN - LEVEL 1 - Revised outlet layout to Coordination PHASE 2 correspond to architectural modifications. END OF CCD NO.4 NARRATIVE Attachments: Drawings as listed above. 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 Hunton A R C H I T E C T S Construction Change Directive No.: 4 Revision No.: 5 Project Name: ED Expansion & Ortho Renovation Project No.: H-15027.00 Date: 04.28.17 To: Brasfield & Gorrie The following change(s) and/or revisions in the contract will be required: Redesign of Results Waiting, RFI Responses Attachments: Proceed as follows: ❑ Proceed with the work described without change in the contract sum or contract time. If the contractor considers work described in this directive to require adjustment in contract sum or contract time, advise the owner immediately in writing prior to proceeding with work. Owner co -signature is not required for this action. ❑ Submit an itemized proposed change order showing labor and material costs associated with the proposed change, indicating either an increase or decrease in contract sum or contract time and the schedule impact for the work. Do not proceed with this work until directed in writing by the owner. Owner co -signature is not required for this item. ® Proceed with work described in this directive immediately. This work will be included in a future change order after negotiation. Owner signature required. ❑ Proceed with work described in this directive immediately on a not -to -exceed basis as noted above. Owner signature required. When signed by architect and/or owner and received by contractor, this document becomes effective immediately as a Construction Change Directive (CCD) and contractor shall proceed as directed above. HuntonBrady Architects P.A. Contractor: Owner: 800 N. Magnolia Ave. Brasfield & Gorrie FH Zephyrhills Suite 600 941 West Morse Blvd., Suite 200 7050 Gall Blvd. Orlando, FL 32803 Winter Park, FL 32789 Zephyrhills, FL 33541 Name: David Horn Name: Jerry Whitfield Name: Ryan Willis Signature: Signature: Signature: Date: Date: Date: Copies To: ❑ CA 3.2 ❑ Owner ❑ Other ❑ Contractor ❑ Other ❑ Other 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Document changes in CCD No. 4 Revision No. 5 include, but are not limited to, the following list of items: DRAWINGS General Drawings E>wg No- Description Remarks Reason for Chan e G000 COVER SHEET Add CCD No. 4 & date Coordination G011 SHEET INDEX Add CCD No. 4 to Drawing List Coordination G 110 LIFE SAFETY PLAN - 1 ST LEVEL Added additional exit light to AHCA Survey corridor 11 C6 Comment Revised locking arrangement Owner Request of door 12C 1 Removed hold opens from Owner Request door 12C1-B and revised lockinq arrangement Removed hold opens from Owner Request door 12C4 and revised locking arrangement Revised lay out of RM 1305 to RFI 109/ AHCA move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Added hold open symbols to RFI 116/ Owner door 1008-B Change Added hold open symbols to RFI 115/ Owner doors in rooms 1012 & 1013 Change Redesigned Results Waiting Unforeseen (RM 1162) due to unknown Condition structural cross bracing Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 G120 LIFE SAFETY PLAN - 2ND LEVEL Added coffee bar in Post- Owner Change/ Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobby G201 FGI GUIDELINES INFORMATION A8 - Revised to show clear floor AHCA Survey space is met and removed Comment "Renovation" nomenclature 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Demolition Drawings Dwg No Description Remarks Reason for Change D111 L INTERIM LIFE SAFETY PLAN - 1ST Revised lay out of RM 1305 to RFI 109/ AHCA LEVEL - PHASE 1 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change D112 DEMOLITION PLAN - 1 ST LEVEL - Revised lay out of RM 1305 to RFI 109/ AHCA PHASE 2 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Removed staff lounge door to Owner Change/ I be relocated RFI 105R Architectural Drawings Dwg No Description Reason for Chan e A011 DOOR AND FRAME LEGEND Added door frame type "B" AHCA Survey AND IGO Comment Added door frame section "2" AHCA Survey Comment Added IGO Type 5 for Owner Change Registration RM 1025 A012 DOOR SCHEDULES Revised doors. See door Owner Change/ revision legend AHCA Survey Comment A061 TYPICAL MOUNTING HEIGHTS Added bariatric requirements AHCA Survey to dimensions of typical toilet Comment room plans Al 10 FLOOR PLAN - 1ST LEVEL - Revised lay out of RM 1305 to RFI 109/ AHCA OVERALL move sink into toilet room Survey Comment Revised mill work in RM 1125 & Owner Change RM 1126 Redesigned Results Waiting Unforeseen (RM 1162) due to unknown Condition structural cross bracing Revised lay out of Meds area in Owner Change RM 1151 Revised lay out of Registration Unforeseen (RM 1025) Condition/ Owner Change Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 A111 FLOOR PLAN - 1ST LEVEL -PHASE 1 Revised mill work in RM 1125 & Owner Change RM 1126 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Dwg NO Desptibn°, er rkS' WA F R6as6h for Change Revised lay out of RM 1305 to RFI 109/ AHCA move sink into toilet room Survey Comment Added elevation tag to RM Owner Change 1116 for typical millwork to be added to rooms 1108-1116 Added elevation tags to RM Owner Change 1127 & RM 1128 for millwork Added elevation tag for new Owner Change millwork to replace existing millwork in existing Isolation Exam room Added door between RM 1303 RFI 118/ Owner & RM 1304 Change A 111 D DIMENSION PLAN - 1 ST LEVEL - Revised lay out of RM 1305 to RFI 109/ AHCA PHASE 1 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Al 12 FLOOR PLAN - 1ST LEVEL -PHASE 2 Revised lay out of RM 1305 to RFI 109/ AHCA move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Redesigned Results Waiting Unforeseen (RM 1162) due to unknown Condition structural cross bracing Revised lay out of Meds area in Owner Change RM 1151 Revised lay out of Registration Unforeseen (RM 1025) Condition/ Owner Change Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 Al 12D DIMENSION PLAN - 1 ST LEVEL - Revised lay out of RM 1305 to RFI 109/ AHCA PHASE 2 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Redesigned Results Waiting Unforeseen (RM 1162) due to unknown Condition structural cross bracing Revised lay out of Meds area in Owner Change RM 1151 Revised lay out of Registration Unforeseen (RM 1025) Condition/ Owner Change Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Dwg No ; Description Remarks - t;.. Reason for Chun e Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 A120 FLOOR PLAN - 2ND LEVEL - Added coffee bar in Post- Owner Change/ OVERALL Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobb A 121 FLOOR PLAN - 2ND LEVEL - AREA Added coffee bar in Post- Owner Change/ 1 Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobb A121 D DIMENSION PLAN - 2ND LEVEL - Added coffee bar in Post- Owner Change/ AREA 1 Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobb A241 EXTERIOR SECTION DETAILS A9 - Revised detail RFI 093 A411 REFLECTED CEILING PLAN - 1ST Revised lay out of RM 1305 to RFI 109/ AHCA LEVEL - PHASE 1 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change A412 REFLECTED CEILING PLAN - 1 ST Revised lay out of RM 1305 to RFI 109/ AHCA LEVEL - PHASE 1 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Redesigned Results Waiting Unforeseen (RM 1162) due to unknown Condition structural cross bracing Revised lay out of Meds area in Owner Change RM 1151 Revised lay out of Registration Unforeseen (RM 1025) Condition/ Owner Change Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 A421 REFLECTED CEILING PLAN - 2ND Added coffee bar in Post- Owner Change/ LEVEL - AREA 1 Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobby A513 ENLARGED PLANS AND J9 & J13- Revised elevations Owner Change ELEVATIONS - TRIAGE, WORK N6 & N1 1 - Revised floor plan Owner Change AREA & REGISTRATION and ceiling plan 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 ,No 1Jescriptiort' ` Remarks Reason for Chan e A514 ENLARGED PLANS AND J 13 - Revised mill work Owner Change ELEVATIONS - FAST TRACK & N11 - Revised mill work Owner Change EXAM ROOM PHASE 2 Al, El, J 1 & N 1 - Added Owner Change elevations A515 ENLARGED PLANS & ELEVATIONS Revised sheet lay out RFI 128/ - NURSE STATION AND RESULTS Unforeseen WAITING Condition A516 ENLARGED PLANS AND Revised sheet lay out RFI 128/ ELEVATIONS - NURSE STATION Unforeseen Condition A517 ENLARGED PLANS AND D13 - Revised elevation Owner Change/ ELEVATIONS - MAIN NURSE RFI 113 D1 & G1 - Added elevations Owner Change STATION - ADD ALTERNATE G12 - Revised Nurse Station Owner Change/ counter RFI 113 G7 & G12 - Revised lay out of Owner Change Meds area in Nurse Station (RM 1151 A521 ENLARGED PLANS AND A4 - Removed cabinet and AHCA Survey ELEVATIONS - 2ND LEVEL revised elevation Comment H4 - Added elevation for Owner Change/ RECEPTION AND NURSE STATION coffee bar RFI 099 H7 & N7 - Removed cabinet AHCA Survey and wall bump out at RM 2226 Comment A601 INTERIOR ELEVATIONS - TOILETS - K8, K12 & K15 - Added RFI 122/ Owner 1ST LEVEL elevations for Blood Gas Change casework N8, NI 2 & N 15 - Added RFI 128 elevations for relocated Bariatric Toilet A673 TYPICAL MILLWORK DETAILS New sheet for additional Owner Change casework sections A711 EQUIPMENT PLAN - 1 ST LEVEL - Added elevation tag to RM Owner Change PHASE 1 1116 for typical millwork to be added to rooms 1108-1116 Added elevation tags to RM Owner Change 1127 & RM 1128 for millwork Added elevation tag for new Owner Change millwork to replace existing millwork in existing Isolation Exam room Revised lay out of RM 1305 to RFI 109/ AHCA move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change A712 EQUIPMENT PLAN - 1 ST LEVEL - Revised lay out of RM 1305 to RFI 109/ AHCA PHASE 2 move sink into toilet room Survey Comment 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Dwg No Descr[oon Remarks ' Reason for Change Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Added elevation call outs for RFI 122/ Owner Blood Gas Room casework Change Redesigned Results Waiting Unforeseen (RM 1162) due to unknown Condition structural cross bracing Revised lay out of Meds area in Owner Change RM 1151 Revised lay out of Registration Unforeseen (RM 1025) Condition/ Owner Change Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 A721 EQUIPMENT PLAN - 2ND LEVEL - Added coffee bar in Post- Owner Change/ AREA 1 Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobby A811 FINISH PLAN - 1 ST LEVEL - PHASE Revised lay out of RM 1305 to RFI 109/ AHCA 1 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change A812 FINISH PLAN - 1 ST LEVEL - PHASE Revised lay out of RM 1305 to RFI 109/ AHCA 2 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change A7 & K1 - Redesigned Results Unforeseen Waiting (RM 1162) due to Condition unknown structural cross bracin A4 & A7 - Revised lay out of Owner Change Meds area in RM 1151 Revised lay out of Registration Unforeseen (RM 1025) and adjusted finishes Condition/ Owner accordingly Change Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 Revised accent paint in Nurse Related to Station 1105 Unforeseen Condition 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 17wg No 13escripfiion `Remarks Reason If Chan e A813 ENLARGED FINISH PLANS - 1ST Revised lay out of RM 1305 to RFI 109/ AHCA LEVEL - PHASE 1 AND PHASE 2 move sink into toilet room Survey Comment L1 - Added door between RM RFI 118/ Owner 1303 & RM 1304 Change J 11 - Revised lay out of Owner Change/ Registration (RM 1025) and RFI 137 ad'usted finishes accordingly A821 FINISH PLAN - 2ND LEVEL - AREA Added coffee bar in Post- Owner Change/ 1 Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobb A911 FLOOR PATTERN PLAN - 1 ST Revised lay out of RM 1305 to RFI 109/ AHCA LEVEL - PHASE 1 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change A912 FLOOR PATTERN PLAN - 1 ST Revised lay out of RM 1305 to RFI 109/ AHCA LEVEL - PHASE 2 move sink into toilet room Survey Comment Added door between RM 1303 RFI 118/ Owner & RM 1304 Change Redesigned Results Waiting Unforeseen (RM 1162) due to unknown Condition structural cross bracing Revised lay out of Registration Unforeseen (RM 1025) Condition/ Owner Change Relocated door in RM 1143 Owner Change/ and added new walls RFI 105R Relocated door to staff lounge Owner Change/ RFI 105R Revised lay out of RM 1025 Owner Change/ RFI 137 A921 FLOOR PATTERN PLAN - 2ND Added coffee bar in Post- Owner Change/ LEVEL - AREA 1 Partum behind new elevator RFI 099 Relocated door for elevator RFI 129 lobby Fire Protection Drawings Dwg No (description = remarks Reason f Chan e° FP212 FIRE PROTECTION PLAN - LEVEL 1 Revised sprinkler system to Owner Change - PHASE 2 match new wall and ceiling configuration. FP221 FIRE PROTECTION PLAN - LEVEL 2 Revised sprinkler system to Owner Change - AREA 1 match new wall and ceiling configuration. 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Plumbing Drawings Dwg No Description Remarks .Reason for- 1, °;=n Chan e P001 GENERAL INFO, LEGENDS & Revised Plumbing Fixture Owner Change SHEET INDEX - PLUMBING Schedule. Pl 12 GRAVITY DEMOLITION PLAN - Revised fixture sanitary piping. Owner Change LEVEL 1 - PHASE 2 Pl 14 PRESSURE DEMOLITION PLAN - Revised fixture sanitary piping. Owner Change LEVEL 1 - PHASE 2 P211 GRAVITY PLAN - LEVEL 1- PHASE Relocated plumbing fixture Owner Change 1 and sanitary i in . P212 GRAVITY PLAN - LEVEL 1 - PHASE Relocated plumbing fixture Owner Change 2 and sanitary i in . P311 PRESSURE PLAN - LEVEL 1 - PHASE Relocated plumbing fixture Owner Change 1 and pressure piping. P312 PRESSURE PLAN - LEVEL 1 - PHASE Relocated plumbing fixture Owner Change 2 and pressure piping. P412 MEDICAL GAS PLAN - LEVEL 1 - Revised Alarm panel location. Owner Change PHASE 1 Revised Medical Gas Piping. P501 PLUMBING DETAIL Revised detail. Coordination P601 PLUMBING RISER DIAGRAMS - Revised sanitary piping. Owner Change GRAVITY P602 PLUMBING RISER DIAGRAMS - Revised sanitary piping. Owner Change GRAVITY P604 PLUMBING RISER DIAGRAMS - Revised pressure piping. Owner Change PRESSURE 1605 PLUMBING RISER DIAGRAMS - Revised pressure piping. Owner Change PRESSURE Mechanical Drawings Dwg No Description Remarks Reason for Change M212 DUCTWORK PLAN - LEVEL 1 - Revised ductwork and diffuser Coordination PHASE 2 layout based on revised architectural floor plan. Added note #3. M221 DUCTWORK PLAN -LEVEL 2- Relocated fan coil unit based 1 Coordination AREA 1 on new door location. Electrical Drawings DwgNo Description Remarks Reason for Change E211 POWER PLAN - LEVEL 1 - PHASE 1 Added receptacles Owner Changes E212 POWER PLAN - LEVEL 1 - PHASE Adjusted receptacle locations Coordination 2 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 4 Revision No. 5 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Dwg No Description Remarks Reason for Chan e E312 LIGHTING PLAN - LEVEL 1 - Adjusted light locations and Coordination PHASE 2 switch locations E411 FIRE ALARM PLAN - LEVEL 1 - Added hold opens Coordination PHASE 1 E412 FIRE ALARM PLAN - LEVEL 1 - Adjusted fire alarm device Coordination PHASE 2 locations E512 NURSE CALL PLAN - LEVEL 1 - Adjusted nurse call device Coordination PHASE 2 locations E701 ENLARGED TYPICAL ROOMS Updated receptacle locations Coordination in the triage Technology Drawings Dwg No Description Remarks Reason 'for Change T211 TECHNOLOGY PLAN - LEVEL 1 - Provided remote release for Coordination PHASE 1 doors 1014-A and 1008-A. T212 TECHNOLOGY PLAN - LEVEL 1 - Revised outlet layout to Coordination PHASE 2 correspond to architectural modifications. END OF CCD NO.4 NARRATIVE Attachments: Drawings as listed above. 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744