COLLIER COUNTY VERTICAL STANDARDS

Revised: January 18th, 2023

COLLIER COUNTY FACILITIES MANAGEMENT DIVISION

VERTICAL STANDARDS

FOR

COLLIER COUNTY GOVERNMENT BUILDINGS

Revised January 18, 2023 The most recent version of this document can be found at:

https://www.colliercountyfl.gov/government/public-utilities/government-facilities/about-us

Table of Contents

CONTACT INFORMATION

REFERENCED COLLIER COUNTY DOCUMENTATION

DIVISION 1 – GENERAL REQUIREMENTS

010000 – GENERAL PROVISIONS

010020 – SPECIAL DESIGN REQUIREMENTS

014200 – REFERENCED CODES AND STANDARDS

017700 – CLOSEOUT DOCUMENTS

017839 – PROJECT RECORD DOCUMENTS

017823 – OPERATION AND MAINTENANCE DATA

017840 – PROJECT CORRESPONDENCE

DIVISION 2 – EXISTING CONDITIONS

022600 – HAZARDOUS MATERIAL ASSESSMENT

023200 - GEOTECHNICAL REPORTS

024200 – SALVAGE

DIVISION 3 – CONCRETE

030000 – GENERAL

030010 – DESIGN REQUIREMENTS

033000 – CAST-IN-PLACE CONCRETE

033010 – EXTERIOR CONCRETE SLABS AND WALKWAYS

DIVISION 4 – MASONRY

040000 – GENERAL

042000 – UNIT MASONRY

DIVISION 5 – METALS

050000 – GENERAL

DIVISION 6 – WOOD AND PLASTICS

061000 – ROUGH CARPENTRY

062023 – FINISH CARPENTRY

064023 – CASEWORK

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

070000 – GENERAL

072100 – INSULATION

072419 – EXTERIOR INSULATION FINISH SYSTEMS – EIFS

075100 – BUILT UP ROOFING

075216 – SBS MODIFIED BITUMEN ROOFING

075323 – EPDM ROOFING

076100 – METAL ROOFING

076200 – METAL FLASHING AND ACCESSORIES

077200 – ROOF ACCESSORIES

079200 – JOINT SEALANTS

DIVISION 8 – DOORS AND WINDOWS

080000 – GENERAL

081113 – STEEL DOORS AND FRAMES

081416 – PLASTIC LAMINATED FLUSH WOOD DOORS

083113 – ACCESS DOORS

081116 – ALUMINUM DOORS AND FRAMES

083323 – OVERHEAD COILING DOORS

085113 – ALUMINUM WINDOWS

086200 – ROOF SKYLIGHTS

087100 – DOOR HARDWARE

088000 – GLAZING

089000 – LOUVERS AND VENTS

DIVISION 9 – FINISHES

090000 – GENERAL

092400 – PORTLAND CEMENT PLASTER

092900 – GYPSUM BOARD ASSEMBLIES

093013 – CERAMIC TILING

095123 – ACOUSTICAL TILE CEILINGS

096500 – RESILIENT TILE FLOORING

096513 – RESILIENT WALL BASE AND ACCESSORIES

096812 – TILE CARPETING

096816 – SHEET CARPET

097200 – WALL COVERINGS

099100 – PAINTING

DIVISION 10 – SPECIALTIES

100000 – GENERAL

101400 – SIGNS

102113 – TOILET COMPARTMENTS

102800 – TOILET ACCESSORIES

102810 – MIRRORS

104300 – EMERGENCY AID SPECIALTIES

104400 – FIRE EXTINGUISHERS AND CABINETS

107100 – STORM PANELS

DIVISION 11 – EQUIPMENT

110000 – GENERAL

112423 – WINDOW WASHING EQUIPMENT

DIVISION 12 – FURNISHINGS

120000 – GENERAL

120010 – OFFICE FURNITURE

124800 – RECESSED FOOT GRILLES

DIVISION 13 – SPECIAL CONSTRUCTION

130000 – GENERAL

133419 – METAL BUILDING SYSTEMS

DIVISION 14 – CONVEYING SYSTEMS

140000 – GENERAL

142000 – ELEVATORS

144000 – WHEELCHAIR LIFTS

DIVISION 21 – FIRE SUPPRESSION

211100 – FIRE SUPPRESSION SPRINKLER SYSTEM

DIVISION 22 – PLUMBING

220000 – GENERAL DESIGN REQUIREMENTS

221000 – WATER DISTRIBUTION PIPING

224000 – PLUMBING FIXTURES

224010 – WATER HEATERS

DIVISION 23 – HVAC

230000 – GENERAL

230010 – MECHANICAL SYSTEM DESIGN REQUIREMENTS

230020 – AS-BUILT RECORD DOCUMENTS

230021 – FINAL CLEANING AND ACCEPTANCE

230548 – VIBRATION AND NOISE CONTROL

230553 – MECHANICAL IDENTIFICATION

230593 – TESTING, ADJUSTING, AND BALANCING

230713 – DUCT INSTALLATION

232300 – REFRIGERANT PIPING

233113 – METAL DUCTWORK

233116 – FIBROUS-GLASS DUCTWORK

233233 – PLENUM RETURN SYSTEMS

233346 – FLEXIBLE DUCTS

234000 – AIR FILTERS

236400 – CHILLER EQUIPMENT AND PIPING

236500 – COOLING TOWERS

237300 – SPLIT – SYSTEM HVAC UNITS

237400 – ROOFTOP UNITS

238400 – DEHUMIDIFICATION EQUIPMENT

DIVISION 25 – INTEGRATED AUTOMATION

255000 – BUILDING AUTOMATION CONTROLS

DIVISION 26 – ELECTRICAL

260000 – GENERAL

260010 – AS-BUILT RECORD DOCUMENTS

260020 – RENOVATION AND RETROFIT WORK

260030 – SPECIAL EQUIPMENT ROOM REQUIREMENTS

260040 – IDENTIFICATION

260500 – CONDUCTORS AND CABLES

260526 – GROUNDING

260536 – CABLE TRAYS

260620.16 – DISCONNECT SWITCHES AND CIRCUIT BREAKERS

260620.26 – DEVICES

262200 – TRANSFORMERS

264100 – LIGHTNING PROTECTION

264300 – TRANSIENT VOLTAGE SUPPRESSION

265100 – INTERIOR LIGHTING

265200 – EMERGENCY LIGHTING

265300 – EXIT SIGNS

265600 – EXTERIOR LIGHTING

DIVISION 27 – COMMUNICATIONS

272000 – INFORMATION TECHNOLOGY (IT)

272010 – FIBER OPTIC LINES

273000 – TELEPHONE SYSTEMS

274000 – CABLE TV SYSTEMS

DIVISION 28 – NETWORKED SECURITY & AUTOMATION DEVICES

280000 – GENERAL PROVISIONS

281000 – EXTERIOR AND UNDERGROUND WIRING

282000 – SURGE PROTECTION

282000 – DEVICE PROGRAMMING

DIVISION 29 – ELECTRONIC SAFETY AND SECURITY

291000 – SECURITY AND INTRUSION ALARMS

291001 - ACCESS CONTROL SYSTEMS (CARD ACCESS)

292300 – CCTV VIDEO SURVEILLANCE

293100 – FIRE ALARM

294001 – EMERGENCY CALL BOXES

295001 – DURESS (PANIC) ALARMS AND LOCKDOWN BUTTONS

DIVISION 31 – EARTHWORK

310000 – GENERAL

312000 – GRADING

DIVISION 32 – EXTERIOR IMPROVEMENTS

321400 – INTERLOCKING CONCRETE UNIT PAVERS

323100- FENCES

328090- LANDSCAPE IRRIGATION

329300 – LANDSCAPING

PROJECT DATA FORM

2018 SPACE ALLOCATION AND UTILIZATION PLAN

CONTACT INFORMATION

For questions regarding the CCFM Vertical Construction Standards, CCFM can be reached at:

Collier County Facilities Management Division

• Phone: (239) 252-8380

• Address: 3335 Tamiami Trail E, Ste 101, Naples, FL 34112

For questions regarding the CCFM IT Construction Standards, CCIT can be reached at:

Collier County Information Technology Division

• Phone: (239) 252-8888

• Address: 3329 Tamiami Trail E, Ste 600, Naples, FL 34112

REFERENCED COLLIER COUNTY DOCUMENTATION

For the convenience of the Design Professional / Contractor, the Collier County documentation referenced in the Vertical Standards can be found at https://www.colliercountyfl.gov/government/public-utilities/government-facilities/about-us.

DIVISION 1 – GENERAL REQUIREMENTS

010000 – GENERAL PROVISIONS

A. The Collier County Division of Facilities Management (CCFM) is assigned the responsibility of publishing building standards that are to be followed by all Divisions and design teams for new buildings, repairs, remodels, and modernizations.

1. The intent of this document is to establish minimum standards for the selection and use of appropriate materials and equipment which are user-friendly, durable, and sustainable. Selections must consider total cost of ownership including costs of utilities and ongoing maintenance for the anticipated life of the facility.

2. Generic non-proprietary materials and systems are preferred to allow routine maintenance by staff and locally available vendors. Selections of proprietary materials and systems for special circumstances must be evaluated and approved by CCFM prior to implementation.

3. In general, materials and equipment selections shall be based on longevity and value, considering ease of maintenance and repair a top priority. Extensive use of trendy proprietary materials and systems shall be avoided in favor of materials and systems that are readily available from multiple sources. For example, damage repairs to special products may easily require replacement of an entire assembly or system, if proprietary replacement components are unavailable or cost prohibitive.

4. Products or systems requiring proprietary maintenance contracts, special software licenses, or similar long-term contracts must be approved by the County on a case-by-case basis.

B. Exceptions to these standards must be approved in writing by CCFM. All construction design drawings are to be approved by CCFM prior to commencement of the project. The Division responsible for the construction of the project will invite the CCFM to visit the site during the construction phase to ensure that the County Standards are being followed.

C. These guidelines shall be considered minimum standards which do not relieve the

Design Professional or Contractor from mandatory code compliance or coordination with specific project requirements. These standards may be used only as the basis for specifications written for specific County projects. No portion of this document may be copied and used as the sole specification for any project.

D. Green Design: In addition to compliance with the Florida Energy Code, the Design Professional shall incorporate appropriate additional sustainable design features into all new projects and major renovations. These design features may include bicycle racks, bus shelters, and operable windows when appropriate.

Utilize energy efficient appliances and equipment, place trees to reduce solar heat gain, orient structures to reduce solar heat gain, provide structural shading whenever practical, and utilize other similar energy saving features.

1. When required by contracts, construction shall be designed and built to indicated sustainability target level. Specified sustainability points and associated costs shall be reviewed and approved by CCFM prior to completion of written design program.

010020 – SPECIAL DESIGN REQUIREMENTS

A. The Design Professional shall complete a Project Data Form for each project. The

Project Data Form shall include the following information:

1. Name of Project

2. Address or Location of Project

3. Enclosed S.F. Area Tabulation listing all floors and total

4. Project Budget

5. Summary of Program Requirements

6. Project Checklist

The Project Checklist must be reviewed with the CCFM Project Manager. A copy of a sample Project Data Form and Checklist is attached to the end of the Vertical Standards Document and may be expanded as needed to suit the project.

The Project Data Form must be submitted to CCFM with a written Program for each project. The form shall be updated at the completion of Schematic Plans, Design Development Plans, Construction Documents, and Closeout Documents.

B. In addition to mandatory compliance with the Florida Building Code (FBC) and ASCE-7, all new facilities shall be designed to meet the following additional minimum standards:

1. The finish floor elevation of all new Collier County buildings, including vehicle bay areas, shall be not less than 18" above the base flood elevation established by FEMA unless specifically approved otherwise by CCFM.

2. The first-floor elevation of all enclosed portions of public service or public safety buildings used for offices, habitable areas, or essential equipment and maintenance areas shall be raised or flood-proofed to a height not less than 36" above the base flood elevation established by

FEMA.

3. The Contractor shall furnish the County a signed and sealed Flood Elevation Certificate certifying the finished floor elevations for all new construction and leased property.

C. Communications: All networked equipment shall follow the Collier County

Information Technology Division (CCIT) standards as discussed in Division 27 – Communication. Networked security and building automation equipment must also follow the standards discussed in Division 28 – Networked Security & Automation Devices.

D. Building Automation System controls are required in construction of new enclosed occupied buildings, major renovations, and other buildings as may be determined by CCFM. See Section 255000 – BUILDING AUTOMATION CONTROLS for further details.

E. Fire Department Lock Box: Provide a lock box approved by the AHJ at the main entrance. If applicable, provide additional lock box at door to FACP and other rooms as deemed necessary by AHJ.

F. Access Control Systems shall be installed at new enclosed occupied buildings and major renovations, and as directed by CCFM. See Section 291001 - ACCESS CONTROL SYSTEMS (CARD ACCESS) for further details.

G. Emergency Assistance Phones: Provide emergency/assistance phones where designated by CCFM – Building Automation Supervisor. See SECTION 294001

– EMERGENCY CALL BOXES for further details.

H. Video Surveillance (CCTV): Each building shall have appropriate security camera coverage as directed by CCFM. See SECTION 292300 – CCTV VIDEO SURVEILLANCE for further details.

I. Uninterrupted Power Supply (UPS) Systems: When required on a project, UPS shall be monitored in the CCFM Operations Center. See Section 255000 – BUILDING AUTOMATION CONTROLS for further details.

J. Recycling Provisions: Commercial recycling is mandatory in Collier County.

To that end, any area that would generate recyclable materials should have sufficient space to place a suitable container to handle the type and quantity of waste generated. Typical examples would be large trashcan near copiers and a metal / glass / paper separator in break or lunchrooms, etc. Design Professional shall consider locations of trash receptacles, recycle bins, and dumpsters to facilitate ease of use.

1. Provide enclosures for recycle and trash dumpsters at each occupied enclosed building unless indicated otherwise in pre-design program.

K. Renderings: Design Group shall provide a color rendering for building projects of $1,000,000 or larger, unless indicated otherwise in Design Contract. Rendering shall be matted and framed to match existing projects.

1. Frame size: 24” x 36”

2. Frame finish: Chrome, polished face, brushed sides

3. Matt color: Match existing, unless directed otherwise by FM staff

4. Provide digital copy of rendering, 600 dpi, in JPG and PDF format.

5. Deliver rendering and digital copy to CCFM prior to completion of

Construction drawings unless directed otherwise by CCFM staff.

014200 – REFERENCED CODES AND STANDARDS

A. Accessibility: All buildings and related sitework shall be designed and constructed to comply with all provisions of the Americans with Disabilities Act (ADA) applicable to government facilities.

1. CCFM policy encourages user-friendly design with accessibility features above the minimum level of standards established by the ADA, ie:

a. Provide automatic door openers at main entrances of new and renovated buildings with daily public visitors, ie. Procurement, Tax Collector, Elections, Human Resources, Libraries, etc., unless directed otherwise.

b. Provide areas of refuge at stairs.

B. Codes and Ordinances: Comply with the current adopted edition of the

Florida Building Code including appendices, and all Federal, State, and Collier County Ordinances and Land Development Codes legally adopted by the authorities having jurisdiction. In case of differences between these Codes, the most stringent shall govern.

1. It is the responsibility of the Design Professional to contact the appropriate

Authority having Jurisdiction (AHJ) to confirm adopted rules, codes, editions, and subsequent amendments, revisions and/or additional codes and ordinances.

C. Referenced Standards: Comply with applicable portions of the Referenced

Standards listed in the FBC Ch 35 and NFPA 1 Ch. 2, including but not limited to

AAMA, ACI, AISC, ANSI, ASCE, ASHRAE, ASTM, FM, GA, OSHA, SJI,

LEED, USGBC, ADA, IES, and UL standards.

1. Acronyms: Refer to FBC Chapter 35, NFPA 1 Ch. 2, and publications of the referenced standards.

D. Permits: Design Team and Contractors shall provide all documents required for permit applications. Permit application fees shall be paid by the County unless indicated otherwise in the Contract.

E. Work in Occupied Buildings: Comply with FBC Ch.33 and NFPA 1 and NFPA

101, and requirements of the local AHJ. Maintain continuous operation of existing life safety systems to the extent possible. Interruptions to operation of fire alarm or protection systems must be coordinated with local AHJ and building occupants.

1. Provide barricades, dust-proofing measures, traffic control signs, etc. to completely isolate work areas from occupied areas.

2. Do not operate unfiltered HVAC systems at any time during construction.

3. Do not use VOC materials in buildings occupied by staff or public.

4. Schedule meeting onsite with AHJ/Fire Inspector before commencing construction operations.

F. Jobsite Safety: Contractor is solely responsible for jobsite safety.

017700 – CLOSEOUT DOCUMENTS

A. Comply with Contract Documents including completing all items required by

Procurement Checklist.

B. Contractor shall provide 2 printed copies of Closeout Documents at the time of final completion for review at least five (5) days prior to application for final payment. Closeout Documents include all warranties, user’s manual, written maintenance instructions for all materials and equipment, and Record Documents.

All materials except as-built plans shall be organized by specification section number and bound in 3-ring binders and electronic format as specified in Sections 017839 and 017823.

C. Upon acceptance and approval of completed Closeout Documents, provide PDF copy organized and index tabbed by document type including Division, Section, Plan Discipline, etc.

017839 – PROJECT RECORD DOCUMENTS

A. Record Documents include as-built plans, supplemental drawings and diagrams, as-built specifications, approved submittals, and records of all changes, including but not limited to Addenda and Change Orders.

B. Upon submittal for permitting, Design Professional shall provide (1) CD/DVD containing Floor Plan drawing(s) in AutoCAD format (DWG Files) to CCFM.

C. The Contractor shall maintain and regularly update 'as-built' drawings and shop drawing/submittal file indicating exact locations, material, equipment, etc., as installed. Include locations of buried sleeves, hidden piping and conduits, sizes, etc. not specifically shown on the Drawings.

D. Asset Management Data: Provide manufacturers name, model number, serial numbers, warranty start date, and warranty end date for the following equipment:

Access Control Equipment AED units Audio/Visual Equipment Automatic Doors Automatic Transfer Switches Cameras Chairlifts Code Blue units DVR/NVR Recorders Electrical Generators Elevators Fire Alarm Panels Fire Pumps Fire Suppression Systems Fountains and Pumps Geothermal Equipment Fuel Storage Tanks Heat Pumps HVAC Equipment (see Division 23) Lift Stations Lightning Alert Equipment Motorized Traffic Gates Muffin Monster Roll- Up Doors Roofing Systems Septic Systems Septic Tanks Shutters Swimming Pool Controls, Equipment and Pumps UPS units Water Heaters- Point of Use Water Heaters-Tanks Water Pumps Other installed equipment provided by Contractor

E. Keep one set of record documents at the site for the duration of construction. Do not use record documents for daily construction use. Clearly identify, date, and initial all changes with a red pencil on the plans, specifications, and submittals.

Transfer all changes to the final as-built documents at the completion of construction.

F. Contractor shall provide two (2) sets of final as-built drawings and two (2) CD/DVD’s containing a set of final as-built drawings in PDF format upon completion of work. Deliver as-built drafting and CD/DVDs to CCFM and Design Professional prior to application for final Payment.

G. Upon approval of Record Documents received from Contractor, the Design

Professional shall update the Floor Plan(s) to include as-built information.

Provide one (1) CD/DVD with AutoCAD file of revised Floor Plan(s) to FM prior to close-out of contract.

017823 – OPERATION AND MAINTENANCE DATA

A. Prior to Contractors application for final payment, Contractor shall provide manufacturers operation and maintenance manuals for all equipment, fixtures, and all materials requiring maintenance as part of the Closeout Documents. Provide one (1) set in 3-ring binder(s) and two (2) CD/DVD copies in PDF format. Each section should include a table of contents/index that lists documents, systems, equipment spare parts, product data (model and serial numbers, styles, sizes, etc.).

017840 – PROJECT CORRESPONDENCE

B. Email Correspondence Subject Line: All emails shall accurately indicate the project name or acronym, followed by a brief description of the correspondence topic in the subject line.

1. Start new emails with a correct subject line for each new topic.

2. Do not ‘reply’ or ‘reply to all’ for new topics using previous email subject line, Update subject line with correct description of new topic.

DIVISION 2 – EXISTING CONDITIONS

022600 – HAZARDOUS MATERIAL ASSESSMENT

A. If required for renovation projects, the County will furnish a hazardous material report.

023200 - GEOTECHNICAL REPORTS

A. Geotechnical report may be provided for the Contractors use but is not a guarantee or warranty of subsurface conditions, or basis for claims for change orders. Contractors may provide supplemental subsurface exploration and reports.

024200 – SALVAGE

A. Unless indicated otherwise as salvage material, items indicated or scheduled for demolition shall become property of the Contractor and shall be removed from the jobsite.

DIVISION 3 – CONCRETE

030000 – GENERAL

A. ACI, CRSI, WRI, FBC and Division 1 requirements apply to all concrete work.

B. Testing: Unless specifically indicated otherwise in the contract documents, the Contractor shall provide for the services of a licensed materials testing laboratory to measure slump and test compressive strength of concrete used in footings, slabs, and beams. Provide tests daily for each batch mix and as required by Code, Building Official, and Contract Documents. Concrete not meeting specified strength requirements shall be removed and replaced.

030010 – DESIGN REQUIREMENTS

A. Floor slabs shall be designed not less than 6” above finish grade.

1. All floor slabs shall be designed for not less than 125 PSF live load.

2. CCIT room floors shall be designed for not less than 200 PSF live load.

B. Delegated Engineering: Structural components such as precast panels shall be designed and sealed by a Structural Engineer licensed in the State of Florida. All shop drawings shall be reviewed and approved by the Design Professional of Record prior to fabrication.

033000 – CAST-IN-PLACE CONCRETE

A. Comply with ACI 318 standards. Ready-mix concrete is to comply with ASTM

C94.

1. Do not place concrete more than 90 minutes after batch mix at the plant, and do not place concrete more than 60 minutes after batch mix when the temperature exceeds 90d F. Do not place concrete when temperature is anticipated 33d F or freezing is anticipated within 3 days.

2. Do not use concrete mix containing fly-ash in floor slabs or walkways.

3. Do not add water or calcium chloride to concrete on-site. Field modifications to concrete mix are not allowed. Concrete watered-down or otherwise modified on-site shall be removed.

B. All slabs shall be finished to a tolerance of not over 1/4" depressions in 10'-0" in any direction when checked with a 10' straightedge. Interior slab control joints may be sawcut or tooled.

C. Provide diagonal reinforcing in floor slabs at all reentrant corners. Cure all poured concrete to minimize cracking.

D. Slope floors towards floor drains at not more than 2% in any direction.

033010 – EXTERIOR CONCRETE SLABS AND WALKWAYS

A. All exterior concrete slabs and walkways shall be not less than 6 inches thick with a heavy broom finish texture to provide a slip resistant surface. Broom texture shall be perpendicular to the direction of travel. There shall be no steps in the accessible route from accessible parking stalls to the main building entrance.

1. Walkway slope in direction of travel: Do not exceed 5%

2. Walkway cross-slope: Do not exceed 2%

B. Reinforce slabs and walkways with not less than 6x6 W 1.4 x 1.4 WWF ASTM

A185 (10 ga. wire mesh). Provide engineered reinforcing for traffic areas.

C. Provide expansion joints at not more than 20'-0" o.c., at each change of direction, and between exterior slabs and adjacent walls. Provide control joints at not more than 6'-0" o.c. Exterior slab edges, expansion joints, and control joints shall be neatly sawcut or tooled.

D. Exterior walkways shall not be painted.

E. Provide concrete stoop at each exterior door. Slope not less than 1 percent and not more than 2 percent away from door for not less than 5 ft from face of door.

F. No steps are allowed at doors or gates.

G. Parks and Recreation walkways may be concrete or asphalt pavement and shall be not less than 10 ft wide.

H. Construction shall include an accessible route from public road and parking areas to each enclosed building and each type of staff and public activity area.

I. Provide the tactile warning surfaces at all pedestrian sidewalk crossings.

DIVISION 4 – MASONRY

040000 – GENERAL

A. FBC, NCMA, ACI, and Division 1 requirements apply to work of this section.

042000 – UNIT MASONRY

A. Where concrete unit masonry (CMU) construction is used, provide standard weight, ASTM C90, Grade N-1 units. CMU exterior load bearing walls are to be reinforced vertically and horizontally. All reinforced cells shall be grouted solid full height. Provide inspection holes at bottom of all vertically reinforced block cells. Provide mortar and grout installed in strict compliance with provisions of the codes. Bottom course shall be laid in a full bed of mortar. Lay-up walls plumb and true and with courses level, accurately spaced and coordinated with other work. Do not use chipped or broken units. Do not wet units or lay block in the rain. Properly dispose of excess mortar and materials off-site; do not bury materials on-site. Remove all loose mortar and repoint as needed prior to application of finishes. Masonry walls shall be straight, true, and plumb to within 1/4" in 8'-0" when checked with a straightedge in any direction.

B. Single-wythe wall construction used for enclosed buildings shall include exterior cement plaster finish or rain-screen panels with waterproofing system. Other materials must be approved by CCFM on a case-by-case basis.

C. Single-wythe ribbed, split-face, or ground-faced CMU is prohibited for exterior walls of enclosed buildings.

D. Except as a design feature in limited quantities at or near grade, the use of stone or tile as an exterior cladding material is prohibited on single-wythe CMU exterior walls of enclosed buildings.

E. Brick veneer or decorative masonry in double-wythe walls may be used with appropriate waterproofing materials and drainage plane flashing, subject to compliance with Collier County Ordinances and CCFM approval.

DIVISION 5 – METALS

050000 – GENERAL

A. FBC, AISC, AWS, and Division 1 requirements apply to work of this section.

1. All metal components exposed to the environment shall be corrosion resistant. Approved materials include grades 304 and 316 austenitic stainless steel, galvalume, hot-dipped galvanized steel, copper, zinc, bronze, anodized aluminum, painted aluminum, or similar non-corroding metal.

2. Plain or painted steel shall not be used in any exterior location, or in interior locations subject to dampness, corrosive fumes, or other conditions likely to corrode ferrous materials.

3. Provide austenitic stainless-steel materials at areas storing or processing corrosive materials, i.e., swimming pool areas, water treatment equipment, etc.

4. Do not use steel materials near reclaimed water irrigation systems. Provide concrete, prefinished aluminum, or similar corrosion resistant materials, posts, fences, benches, etc. at these locations.

B. Steel construction shall comply with AISC Specifications for Structural Steel

Buildings and Code of Standard Practice. Steel plates to comply with ASTM A36, anchor bolts to comply with ASTM A307, all fasteners to be stainless-steel or galvanized. Shop and touch-up primer to be "10-99 Tnemec Primer" or Rust-O-leum 5769 or equal.

C. Structural steel construction shall be designed by a Structural Engineer licensed in the State of Florida. Delegated Engineering for structural components shall be the responsibility of the manufacturers Structural Engineer licensed in the State of Florida. All shop drawings shall be reviewed and approved by the Design Professional of Record prior to fabrication.

D. Aluminum construction shall comply with the Aluminum Association pecifications for Aluminum Structures, Aluminum Design Manual, Part 1 and the FBC.

DIVISION 6 – WOOD AND PLASTICS

060000 – GENERAL

A. FBC, AITC, APA, AWI, AF&PA, NDS, TPI, NFOPA, and Division 1 requirements apply to work of this section.

061000 – ROUGH CARPENTRY

A. Provide pressure treated wood where sills, nailers, and/or furring are in contact with concrete or masonry. Produce joints that are tight, true, well nailed, with members assembled and fastened in accordance with the drawings and with pertinent codes and regulations. Provide solid wood blocking and/or shims for finish materials as required to maintain a tolerance of max. 1/4" deviation in 10'- 0" when measured with a 10'-0" straightedge, plumb and true, for all substrate framing where finish materials will be exposed to view. Do not use warped members.

B. Stud framing and furring shall be not more than 16" o.c.

C. Provide blocking for all accessories, grab bars, wall mounted door stops, etc.

Provide all necessary hardware such as nails, bolts, anchors, ties, etc., required for a complete and proper installation. Bolts, washers, nuts, etc., shall be noncorrosive material. Isolate dissimilar metals.

D. Interior Door Frame Blocking:

1. Metal Stud Partitions: Provide cont. 2 x 4 blocking fastened to 20-gauge stud at the jambs of all interior door frames. Blocking shall be fire-treated where required by Code.

2. Wood Stud Partitions: Provide double 2 x 4 studs at the jambs of all interior door frames.

3. Vertical blocking at door jambs shall be full height of partition, securely braced to the structure above.

4. Provide horizontal 2 x 4 cont. blocking at the head of all door frames

5. Increase size of blocking to 2 x 6 or larger as required to match size of partition studs.

061753 – WOOD ROOF TRUSSES

A. When pre-engineered wood trusses are used, the Contractor shall provide truss shop drawings and sealed truss engineering not more than 30 days from notice to proceed and shall include adequate time in the construction schedule for processing of shop drawings and permit documents. Failure to do so will not be accepted as a reason for an extension of the contract time.

B. Delegated Engineering: Prefabricated structural components shall be designed and sealed by the manufacturers Structural Engineer licensed in the State of Florida. All shop drawings shall be reviewed and approved by the Design Professional of Record prior to fabrication.

062023 – FINISH CARPENTRY

A. WWPA recommendations apply. Select material for straightness and do not use warped members. Finished woodwork is to be properly framed, closely fitted, and accurately set to the required lines and levels and rigidly secured in place.

Miters or other fitted joints shall be planed or sanded. Use only hot-dipped galvanized or stainless-steel fasteners. Countersink all finish nail fasteners.

Staple fasteners will not be accepted. Provide solid wood blocking and/or shims for finish materials as required to maintain a straightness tolerance of max. 1/4" deviation in 10'-0" when measured with a 10'-0" straightedge.

064023 – CASEWORK

A. General Casework Standards: Comply with AWI standards for custom work in office and public areas:

1. Cabinet material: not less than 5/8” plywood.

2. Cabinet base: Preservative-treated (PT) wood.

3. Plastic laminate all exposed casework surfaces.

4. Provide solid surface or quartz countertops in public areas. Plastic laminate ¾” plywood countertops may be used only at staff areas.

5. Backsplash material shall match countertop. Provide splash at back and side walls.

6. Unless instructed otherwise by County, cabinets shall be true European-style full-overlay construction, with 1/8" joint between doors/drawers, without vertical styles between paired doors. Use concealed heavy duty 170-degree hinges, with white melamine liner inside cabinets and drawers. Use heavy duty 100 lb. (minimum) drawer guides and provide pull at each door/drawer.

7. Securely fasten all casework to blocking or solid substrates. Adjust and clean all casework prior to acceptance.

B. Casework and countertop specifications in Laboratories and other special-use areas shall be determined on a case-by-case basis and included in the scope of work prior to bid.

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

070000 – GENERAL

A. NRCA Roofing and Waterproofing Manual, SMACNA Architectural Sheet Metal Manual, and Division 1 requirements apply to work of this section.

B. Roof design shall comply with referenced standards and Documents shall include all details required for a complete, proper, and watertight roof assembly.

1. All new roof surfaces shall be sloped at not less than 1/4" per ft. to insure proper drainage.

2. Roof designs shall not rely primarily on internal roof drains for drainage unless approved by CCFM.

3. Penetrations through roof surfaces shall be minimized wherever possible, i.e. collect plumbing vent lines in attic to minimize vents through roof, use soffits vents or wall louvers under overhangs where possible, and use curbed penetration details for multiple conduits and pipes wherever practical. Do not use pitch pans except where approved by CCFM. Use NRCA and SMACNA details with curbs and hoods to protect roof penetrations from leaks.

4. Roof drains, scuppers, gutters, and downspouts shall be oversized. Provide piped underground collection system tied into the site storm water management system.

5. Reroofing of dead-flat roof structures shall include installation of appropriate tapered rigid insulation or sloped light-weight concrete fill, i.e. Zonolite or equal, sloped at not less than 1/4" per ft. to insure proper drainage.

C. . Roofing system shall be designed to withstand wind pressures indicated in the FBC for each specific building, location, and substrate. Provide manufacturers certificate and engineering data indicating that system is designed to meet all applicable code requirements.

D. In addition to warranty and closeout documents, provide roof manufacturer’s representative daily field reports for roof projects over 5,000 sf area.

072100 – INSULATION

A. Comply with Florida Energy Code requirements. Provide required insulation at the building envelope of all conditioned areas.

1. Provide insulation at roof deck over all conditioned areas. Attic insulation installed on suspended acoustic ceilings is not allowed.

072419 – EXTERIOR INSULATION FINISH SYSTEMS – EIFS

A. EIFS shall not be used as the primary exterior wall finish or as trim material.

075100 – BUILT UP ROOFING

A. Where approved for use by Facilities, provide premium 20-year 4-ply built-up roofing with premium APP or SBS modified bitumen granular, highly reflective cap sheet. Comply with NRCA and SMACNA standards to insure a complete and proper roofing system.

1. Warranty: 20-yr. NDL

2. Do not use BUR systems on or adjacent to occupied buildings.

075216 – SBS MODIFIED BITUMEN ROOFING

A. Where approved for use by Facilities, provide premium 20-yr. APP or SBS modified bitumen roof system. Comply with NRCA and SMACNA standards to insure a complete and proper roofing system.

1. Approved manufacturers: Firestone, Soprema, C-Plast, or approved equal.

2. Warranty: 20-yr. NDL

075323 – EPDM ROOFING

A. EPDM, PVC, rubber roof systems, ballasted systems, and similar single-ply roof systems shall not be used.

076100 – METAL ROOFING

A. Standards: All work shall comply with SMACNA and NRCA recommendations.

1. New Construction: Standing seam roof system with no exposed fasteners.

2. Historic Structures: V-crimp metal roofing may be used at Museum locations to match historically correct materials, and to patch or repair small sections of existing v-crimp roofing at other locations. Otherwise, metal re-roofing materials shall be installed as a standing-seam system specified below.

3. CCSO Structures: All new CCSO facilities require sloped hip-roof configuration with standing seam roof systems, unless approved otherwise.

B. General: Provide standing seam metal roof with ridge trim, edge flashing, wall flashing, counterflashing, fasteners, clips, and all related components required for a complete and watertight assembly.

1. Roofing system shall be designed to withstand wind pressures indicated in the FBC for each specific building, location, and substrate. Provide manufacturers certificate and engineering data indicating that system is designed to meet all applicable code requirements.

2. Metal roofing material shall be not thinner than 0.040” Aluminum with

Kynar 500 or equivalent factory-applied coating. Panels shall be not more than 16” wide. Standing seam shall be not less than 1" high with 180d folded seam. Fastener clips shall be completely concealed, spaced as required to withstand design wind pressures but not more than 12" oc.

Cover seams at top end with ridge cap flashing or wall flashing. All metal roofing is to be smooth and straight without bends or kinks, properly flashed and counter-flashed with compatible materials.

a. Coastal Zones: Use prefinished aluminum roof panels and flashing within 5 miles of coast.

b. Aquatic Centers and adjacent facilities: Use prefinished aluminum roof panels and flashing.

c. Other inland Locations: Use prefinished aluminum, galvalume, or galvanized steel roof panels and flashing where located more than 5 miles from coast.

3. Approved manufacturers include but are not limited to Englert and

Berridge.

4. Installation is to be neat and straight; level and true to required lines. Hem all exposed flashing edges and use concealed fasteners wherever possible.

5. Use pre-molded rubber-boot flashing at vent stacks. Cover top of vent stack with insect screen, neatly fastened to stack with a galvanized metal draw band. Where flashing occurs at roof-to-wall locations, provide counter flashing that will allow replacement of either the roofing or wall finish without the damage or removal of the other material. Flashing is to be set in sealant.

6. The roof installer shall be responsible for installation and warranty of all roof-related flashing, penetrations, gutters, and roof-related accessories

076200 – METAL FLASHING AND ACCESSORIES

A. Comply with SMACNA and NRCA standards. Provide all details required to illustrate industry-standard assemblies suitable for intended use and capable of providing a complete, proper, durable weatherproof, and waterproof installation.

1. Use stainless steel, hot-dipped galvanized metal, galvalume, or suitably protected aluminum materials. Do not use plain or painted steel or mill finish aluminum.

2. Provide membrane flashing or fluid applied waterproof coating at head, jambs, and sills of fenestration openings at doors, windows, louvers, etc.

Do not use details that rely solely on sealant or paint to prevent the intrusion of water into the building.

3. In addition to above, provide prefinished aluminum or stainless-steel sill flashing (pan flashing) with jamb ends and inside edge turned up one inch, extending full width of opening and extending to face of wall with front edge turned down. Set sill flashing in a full bed of non-staining elastomeric sealant at all window and louver sills.

4. Isolate dissimilar metals to prevent galvanic deterioration of materials. All materials shall be non-corrosive.

5. Roof expansion joints shall be constructed with metal fabricated in accordance with referenced standards. Avoid prefabricated Expando-Flash details.

6. Provide details of terminations and corners of parapets, expansion joints, compression bars, and similar non-typical conditions.

B. Flashing assemblies shall be counter flashed and constructed in a manner which will allow re-roofing without damage to adjacent finishes.

C. Gutters and Leaders: Commercial grade box gutters and downspouts, fabricated from same materials as roof panel if applicable. Prefinished gutter to match roof colors and downspouts to match wall color. Provide concrete splash block where draining at landscaped areas. Connect downspouts to storm water drainage system where located at walkways or pavement.

1. Gutters are required at all Parks and Recreation buildings except picnic pavilions.

D. Quality Assurance: The Contractor shall provide not less than two (2) year warranty for all flashing work including all materials and costs required to correct defective flashing work.

077200 – ROOF ACCESSORIES

A. Provide anchor points and safety tie-off hardware for ladders at each side of building, and not more than 50’ o.c.

B. Provide guardrails at roof hatches

C. Provide fixed ladders fitted with fall safety device for access to upper roof areas, i.e., elevator penthouse roof, stair roof, etc. Steel stairs and fixed ladders used in exterior locations shall be constructed from non-corroding materials, not less than G-90 galvanized steel.

079200 – JOINT SEALANTS

A. Provide and install one or two-part exterior polyurethane elastomeric sealant at all window and door jambs, sills, heads, surface joints, flashing edges, and wherever else required to provide a weather-tight building envelope and a neat and trim installation. All sealants shall be paintable premium grade 20-year or better products manufactured by Dow, GE, SW, Tremco, Vulkem, or equal.

Manufactures Sealant primer shall be applied to all joints before sealant is applied.

1. Provide all infiltration seals as required by the FBC and as stated in Energy

Calculations.

2. Minimum Basis of Design: Tremco, Vulkem #116, One-Part, High- Performance, Polyurethane Sealant, with Vulkem Primer #171 on masonry/concrete/stucco surfaces, and Tremprime Non-Porous Primer on metals and plastic surfaces.

B. Provide non-yellowing premium polyurethane grade caulking at all countertop and cabinet edges, trim edges, and at other interior conditions where required to provide a neat and trim installation.

C. Provide tested penetration system sealants and materials at all pipes, conduits, and misc. penetrations through rated walls and ceilings.

DIVISION 8 – DOORS AND WINDOWS

080000 – GENERAL

A. FBC, SDI, and requirements of Division 1 apply to work of this section.

B. Exterior Doors at enclosed structures shall be impact rated in accordance with

FBC Ch. 16.

C. The CCFM may require higher design standards for wind loads and storm protection than that required by the FBC. As part of the design process, CCFM must be consulted to establish the design criteria.

D. New ADA doors and assisted operator retrofits shall be reviewed on a case-by-case basis by CCFM staff.

081113 – STEEL DOORS AND FRAMES

A. Comply with SDI standards. Use of steel doors and frames are limited to fire-rated applications and service areas only.

1. Provide corrosion resistant coatings:

a. Steel doors and frames shall be G60 galvanized or A60 galvanneal material and factory primed.

b. Wipe coat galvanized steel (WCGS) products may not be used.

2. Doors and frames shall be not less than 16 gauge thick.

3. Frames in masonry construction shall be fully grouted. Provide not less than 3 anchors at each jamb.

4. Frames in stud construction shall be spot grouted at each anchor, min 3 per jamb.

5. All steel frames are to be fully welded for new construction. Knock-Down

(KD) frames may be used only for retrofit installations.

6. Provide fire rated units where required to maintain integrity of rated assemblies.

7. All metal door frames shall have holes and accessible wire ways to permit electrification of hinges and door or frame mounted hardware.

081416 – PLASTIC LAMINATED FLUSH WOOD DOORS

A. Typical interior doors for Offices, Restrooms, Meeting Rooms, etc., shall be hinged, flush, solid core units with plastic laminate faces and edges.

1. Doors shall not be less than 3’-0” wide and 7’-0” high.

2. Frame material shall be fully welded galv. steel or aluminum.

B. Wood veneer doors may be used only where approved by CCFM staff.

083113 – ACCESS DOORS

A. Provide access panels in floors, walls, ceilings, and/or soffits where required for maintenance access to all concealed valves, fixtures, and equipment.

1. All panels’ components and fasteners shall be constructed of non-corroding material limited to stainless steel, painted or anodized aluminum, or factory primed galvanized steel.

2. Unless required otherwise by program, all access panels shall be commercial grade units with a full-length hinge, operable with standard tools and/or equipped with lockable, flush mounted latch.

3. Roof access hatches and doors shall be lockable from the inside and equipped with door contact position switches connected to access control monitoring system whenever feasible.

081116 – ALUMINUM DOORS AND FRAMES

A. Provide aluminum storefront doors and frames at public entrances and other exterior locations, except as allowed below:

1. Flush FRP face panel aluminum doors may be used as exterior doors in exterior public restrooms and utility areas. Approved manufacturers include but are not limited to Kawneer and Cline.

2. Exterior A60 or G60 galv. steel doors and stainless-steel doors may be used at CCSO facilities, secure locations, and/or where fire ratings are required.

3. Use only aluminum or stainless-steel doors at swimming pools, or locations where corrosive materials are handled or stored

083323 – OVERHEAD COILING DOORS

A. General: All door components including fasteners, slats, guides, and housing shall be constructed of non-corroding material limited to stainless steel, painted, or anodized aluminum, or factory primed galvanized steel.

1.. Swimming pool areas, corrosive material handling areas, and locations within 1 mile of coastline: All stainless-steel materials including slats, guides, chains, housing, operating mechanisms, and fasteners.

2. Other locations: Galvanized steel or other approved corrosion resistant materials listed above.

B. Provide submittal certifying the units and attachment fasteners meet or exceed current FBC requirements.

085113 – ALUMINUM WINDOWS

A. All windows shall be fixed storefront, curtain wall, or commercial grade operable units.

1. All exterior components shall be extruded aluminum.

2. Finish shall be anodized, or factory applied finish such as Kynar 500 or equivalent. Mill-finish aluminum, residential units, or units with wood components exposed to the exterior may not be used.

3. To maintain proper indoor air quality, windows shall be fixed unless operable units are required otherwise by Code or design program approved by CCFM.

B. Provide submittal indicating the units, glazing, and attachment fasteners meet or exceed FBC requirements.

1. All openings shall be protected to withstand impacts from wind-borne debris in accordance with FBC Ch. 16 and ASCE 7.

086200 – ROOF SKYLIGHTS

A. Roof skylights are not allowed in new construction. Use clerestory windows, roof monitors with vertical windows, or other methods if daylight harvesting is required.

087100 – DOOR HARDWARE

A. Provide all hardware needed for a complete and proper installation including but not limited to locks, levers, pulls, exit devices, closers, butts, weatherstripping, astragals, coordinators, door holders, kick plates, push plates, and silencers.

B. Minimum hardware standards:

1. ANSI Grade 1 hardware shall be provided.

2. Materials: All door hardware shall be non-ferrous. Plain or painted steel hardware may not be used.

3. All hardware shall be ADA compliant. Prior to substantial completion Contractor shall test and certify compliance including door push and pull pressure. Check and readjust closers, exit devices, and other hardware 11 months after substantial completion. Replace defective hardware before expiration of warranty.

C. Approved manufacturers are Schlage/Allegion, LCN, Von Duprin, Desco, Hager, Hes, Ives, and Rockwood.

1. Locks shall be Schlage/Allegion interchangeable core cylinders, #20-740 “Primus” High-Security Cores, no substitutions B-Series 6-pin, keyed to match County keying system. Standard keyway shall be “6-pin Everest” C145 for new master key systems and C123 for stock keys. County Project Manager and Contractor shall coordinate key schedule meeting with CCFM locksmith staff to ensure lock selection meets CCFM key system.

2. Standard locksets and lever-sets shall be Schlage/Allegion D-series. Use

L-Series where required for security or other program requirements.

3. Standard pulls shall be Rockwood Barrier-Free series or CCFM approved equal.

4. Standard closers should be LCN 4040XP or CCFM approved equal.

Concealed closures shall not be used.

5. Panic-bar exit devices: Avoid concealed bars wherever possible.

a. Interior, basis of design: Von Duprin, model 99 or CCFM approved equal.

b. Exterior, preferred basis of design: Von Duprin model 99, with hurricane shutter.

c. Exterior, use of manufacturers standard Grade-1 exit device with impact testing and state product approval requires CCFM approval

d. Use of removable astragal is encouraged at exterior pair doors to minimize maintenance of exit device vertical rods

6. Exterior threshold shall be Pemko 2005 with raised vinyl seal, or identical

ADA compliant CCFM approved equal with raised vinyl seal. Set threshold in full bed of sealant. Do not use flush or saddle-type threshold at exterior locations.

7. Automatic door bottom seals: Provide at doors to offices requiring privacy, i.e., Administration, Directors, Accounting, Interview Rooms, etc.

D. Additional Requirements for Access Controlled Doors:

1. All exterior doors shall be designed to Fail-Secure (Locked). Doors in high security areas shall also be designed to Fail-Secure (Locked).

Unless otherwise directed by the County Project Manager, interior doors shall be designed to Fail-Safe (Unlocked). The above-mentioned standards do not apply if they conflict with fire codes or direction from the local

AHJ.

2. Provide electrified strike locksets at access-controlled doors. Required egress hardware shall always be unlocked from the inside unless special arrangements for delayed egress or restrained occupancy are approved by CCFM and AHJ. Passive Infrared Sensors (PIR) shall not be used where the security of occupants may be compromised by an occupant’s proximity inadvertently unlocking the door.

3. Electric power transfer hinges shall be used for new and replacement doors.

Von Dupren EPT-2, EPT-10, or equivalent models are acceptable. Wiring shall be completely concealed while the door is closed.

4. Magnetic locks (maglocks) shall only be used when electrified locksets are not compatible with the door type. All maglock hardware shall contain a battery back-up should utility power be lost temporarily. Under no circumstances shall magnetic locks be used for electrical, mechanical, or IT room doors.

5. Wireless locks are not permitted.

6. Delayed egress hardware is only permitted in areas occupied by law enforcement (e.g., Jail and Courthouse).

7. While card access is…