16214 Addendum Two Package - no plans.pdf

ADD2-1

BOARD OF COUNTY COMMISSIONERS

PALM BEACH COUNTY, FLORIDA

FACILITIES DEVELOPMENT AND OPERATIONS DEPARTMENT

PROCUREMENT & PROJECT IMPLEMENTATION GROUP

PROJECT NAME: Fire Station 40

PROJECT NUMBER: 16214

ADDENDUM NUMBER: TWO

DATE OF ISSUANCE: April 27, 2021

TO: Prospective Bidders

This addendum forms a part of the contract documents, modifies the original bid documents and shall be as binding as if contained therein.

This Addendum consists of one (1) page and two (2) attachments.

CHANGE TO ATTACHMENTS:

1. Delete Section 08 39 80 – Four Fold Metal Doors in Exhibit “1R” and replace with the attached Section 08 39 80R.

2. Delete Section 26 05 33 – Raceways in Exhibit “1R” and replace with the attached Section 26 05 33R.

3. Delete Sheet C-12 from Exhibit “2” and replace with the attached page, which is included in the attached Exhibit “2R.1”.

4. Delete the following pages from Exhibit “2R” and replace with the attached pages, which are included in the attached Exhibit “2R.1”:

1. C-3

2. C-4

3. C-5

4. C-6

5. C-7

6. FLP1 of 2

7. FLP2 of 2

8. A5.0

9. P0.1

10. FP0.1

11. FP1.0

12. FP2.0

CHANGE TO SPECIAL CONDITIONS

4. Insert SC 12 SCOPE OF WORK, as follows:

SC 12 SCOPE OF WORK

12.4 Specifications for the concrete pavers are Belgard 12” x 12” Limestone color for large field and 6” x 12” Belgard Slate color for borders, or PBC approved equal.

IT IS REQUIRED THAT THIS ADDENDUM NO. TWO (2), AND ANY PREVIOUSLY

ISSUED ADDENDUM(S), BE SIGNED IN THE ACKNOWLEDGMENT OF RECEIPT

BELOW, AND ATTACHED TO THE BID FORMS AND BECOMES PART OF BID

FORMS AND CONTRACT DOCUMENTS.

ACKNOWLEDGMENT OF RECEIPT: _____________________________________

END OF ADDENDUM

083980-1

PART 1 - GENERAL

RELATED DOCUMENTS1.1

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

SUMMARY1.2

A. This Section includes Four-Fold metal doors, tested and approved for High Velocity Hurricane Zones, up to 120psf and approved by Florida Building Code, Missile Level-E Impact Rated.

B. Operation of Four-Fold metal doors includes overhead mounted electro-mechanical operators.

SUBMITTALS1.3

A. Product Data for each type of product specified consisting of manufacturer’s technical Product Data and installation instructions for each type of door required, including data substantiating that products comply with requirements.

B. Submittal Drawings showing fabrication and installation of Four-Fold metal doors including plans, elevations, sections, details of components, hardware, operating mechanism, and attachments to the other units of Work. Include wiring diagrams for coordination with electrical trade.

C. Reference list including (5) successful installations of this type of hurricane rated doors within the past two (2) years.

PERFORMANCE REQUIREMENTS1.4

A. General: Installed four fold door systems shall withstand normal thermal movement and wind and impact loads (where applicable) without failure, including loss or glass breakage attributable to the following: defective manufacture, fabrication, or installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction.

B. Delegated Design: Design four fold doors, including comprehensive engineering analysis according to ASTM E 1300 by a qualified professional engineer, using the following design criteria:

a. Design Wind Pressures: As indicated on Drawings.

C. Product/Code Certification: Provide written verification that the exterior four fold door products provided and installed as a system or assembly in this Project meet or exceed requirements of

Palm Beach County Fire Rescue Fire Station No. 40 Architect’s Project No. 18-031 Palm Beach County Project No. 16214

SECTION 08 39 80R – FOUR FOLD METAL DOORS

FOUR FOLD METAL DOORS

ADDENDUM 2 – 16 APRIL 2021

Palm Beach County Fire Rescue Fire Station No. 40 Architect’s Project No. 18-031 Palm Beach County Project No. 16214

083980-2

Florida Building Code 2020, 7th Edition, for wind resistance of components and cladding with any local code amendment requirements. Exterior products shall be designed and tested to be impact resistant as a system in accordance with Florida Building Code 2020, 7th Edition.

Provide design data and verification documentation signed and sealed by a professional engineer registered in the State of Florida including, but not limited to, the following:

a. Manufacturer’s written certification indicating the type, grade, and size unit provided meets requirements.

b. Manufacturers test data and engineering data developed indicating that requirements have been met.

c. Independent testing laboratory reports and certifications verifying that products meet requirements.

d. Calculations and definition of the code required loading for each unit in the Project. Include location schedules for clarification.

e. Installation requirements describing types of fasteners and spacing.

f. Submit certification prior to or in conjunction with other submittals required herein. Other submittals received prior to receipt of this certification will be rejected.

QUALITY ASSURANCE

A. Doors shall be designed to withstand external or internal horizontal wind loads of 120 pounds minimum per square foot. The maximum allowable deflection shall not exceed 1/120 of the span. Fiber stresses in main members shall be limited to 27,000 pounds per square inch.

Steel frames shall be designed in accordance with the AISC “Steel Construction Manual”.

DELIVERY, STORAGE AND HANDLING

A. Store delivered materials and equipment in dry locations with adequate ventilation, free from dust and water, and so as to permit access for inspection and handling.

B. Handle materials carefully to prevent damage.

WARRANTY1.6

A. The door manufacturer shall provide a written standard limited warranty for material and workmanship, minimum one year from substantial completion.

PART 2 – PRODUCTS

MANUFACTURERS2.1

A. Manufacturers: Four-Fold industrial metal doors manufactured by Door Engineering and Manufacturing, 101 Power Dr, Mankato, MN 56001, (800)-959-1352. Equal products by other manufacturers approved in advance, including State of Florida (FBC) approval.

MATERIALS2.2

1.5

1.6

Architect’s Project No. 18-031 Palm Beach County Project No. 16214

083980-3

A. Steel Tube: ASTM A513 and ASTM A500/A500M

B. Steel Sheets: Steel sheets of commercial quality, complying with ASTM A1008 cold-rolled steel sheet.

C. Hardware: Manufacturer’s standard components.

D. Fasteners: Zinc-coated steel.

FOUR-FOLD DOORS2.3

A. Basis-of-Design Product: The drawings and specifications are based on the FF701 Series, Glazed or Solid Sheeted Four-Fold Doors as manufactured by Door Engineering and Manufacturing, LLC; Mankato, MN.

a. Florida Product Approval: #FL32280.3, HVHZ, Missile Level E impact rated.

B. Construction: Door framing shall be minimum 11-gauge structural steel tube with 14-gauge sheet steel on the exterior and interior faces. Sheeting shall be formed on the vertical edges with no visible welds or caulked sheet edges on the interior or exterior panel faces. All frames and framing members shall be true to dimension and square in all directions, and no door shall be bowed, warped, or out of line, in the vertical or horizontal plane of the door opening by more than 1/8 inch in 20 feet. Exposed welds and welds which interfere with the installation of various parts shall be ground smooth and flush.

C. Surface Mounted Tube Frame: Supply pre-hung tube frame system constructed of TS6x6x0.25”, designed to anchor to masonry wall construction or weld to steel structure. All hinges, track supports and operator supports shall be factory attached.

D. Factory finish: Operator and operating hardware shall be powder coated manufacturer’s standard gray. Panels, frame and all other hardware shall be finished as follows:

a. All exposed steel shall be finished with manufacturer’s standard zinc rich primer and polyurethane top coat, PPG Spectracron or equal. Color as indicated on the drawings.

E. Operating Hardware: Hardware shall include guide tracks and brackets, trolleys, center guides, not less than three pairs of jamb and fold hinges per opening, and all bolts, nuts, fasteners, etc. necessary for complete installation and operation. Jamb hinges shall be dual shear and have two thrust bearings and two needle bearings. Jamb hinges shall be gusseted. Fold hinges shall be dual shear with two thrust bearings. Fold hinges shall be stainless steel. All bearings shall be completely sealed within the hinge barrel and include grease zerks. All hinge pins shall be minimum ¾” diameter hardened steel. All trolleys shall be equipped two (2) Nylatron rollers.

F. Hinge Guards: Provide plastic guards at jamb hinges to prevent access through hinge space.

G. Weatherstripping: Material shall be adjustable and readily replaceable and provide a substantially weather-tight installation. Weatherstripping at center shall be 1/16” cloth inserted neoprene. No exposed fasteners shall be required to attach the center bulb weatherseals.

Weatherstripping at sill shall include two 1/16” cloth inserted neoprene sweeps with an aluminum retainer. The retainer shall be attached to the door with adhesive.

Architect’s Project No. 18-031 Palm Beach County Project No. 16214

083980-4

Perimeter Weatherstripping: Provide jamb and head weatherstipping of 1/16” cloth-insertedH.

neoprene bulb (or closed cell neoprene).

Vision Panels:I.

a. Level E: 11/16” Impact rated glazing

Hurricane Locking System: Locking bolts shall be completely concealed within the doorJ.

panel. Locking bolts shall extend into the floor and into the header tube. A limit switch shall disable the operator when the locks are engaged.

OPERATOR2.4

A. Each Four-Fold door shall be operated by an overhead mounted electro-mechanical drive unit designed for high cycle operation. Operator consists of an electric motor, gear reducer, and rotating drive arm. The door shall be operated with connecting rods attached to the rotating drive arm on the operator and to control arms attached to the jamb door section and to the door lintel. The connecting rods shall be positive drive, keeping the door under firm control at all times. The connecting rods shall be fitted with spherical bearings and control arms shall be equipped with oil impregnated bronze bearings on polished shafts.

B. Operator shall be instantly reversible, open and close rapidly and start and stop gradually.

Operator shall be adjustable to allow door to fully clear the opening. Operator shall automatically lock the door in the closed position. Operator shall be equipped with disengaging mechanism to convert to manual operation.

C. Electric motor shall be of sufficient size to operate doors under normal operating conditions at no more than 75 percent of rated capacity. The motor shall be wound for three phase 208/260/480 VAC, 60 Hertz operation.

D. Electric Controls: Controls shall be furnished by the door manufacturer and shall be complete for each door, and built in accordance with the latest NEMA standards.

1. Control panel assemblies shall be UL listed as per NFPA70.

2. Controls shall include a programmable logic controller with digital message display.

Controller shall include programmable close timers and programmable inputs/outputs

3. Motor starters shall be magnetic reversing, factory wired with overload and under voltage protection, and equipped with mechanical interlocks. All control components shall be enclosed in one enclosure with a wiring diagram placed on the inside of the cover.

4. If incoming voltage is single phase, control panel shall include a variable frequency drive to convert voltage to 3-phase for the motor

5. Enclosures shall be NEMA 4 with disconnect switch.

6. Pushbuttons (interior) for each door shall have one momentary pressure three-button push-button station marked “OPEN”, “CLOSE” and “STOP”. Push button enclosure shall be NEMA 4.

7. Limit switches shall be provided to stop the travel of the door in its fully open or fully closed position. Provide cremone bolt limit switch to be used for HVAC or exhaust removal system.

Architect’s Project No. 18-031 Palm Beach County Project No. 16214

083980-5

8. Safety edges: Provide monitored electric safety edges on leading edge of all doors to reverse door upon contact with obstruction.

9. Photo eyes: Provide (1) exterior, jamb mounted, light Curtain type photo eyes, NEMA 4 rated. Photo eye shall cover from floor level to 72” above floor.

10. Presence Sensor: Provide (1) interior, overhead mounted, presence sensor BEA IS40P or equal. Doors over 16’ tall shall include LZR-Widescan or equal.

11. Radio controls: Provide one (1) radio receiver and (1) single button remotes per door. Each door shall operate on a different frequency. Remotes to open and close doors with single button. Coordinate exact requirements and quantity of remotes with the owner.

12. Timer Activation Loop Detectors: Provide “pulse on exit type” loop detector to activate auto close timer once loop has been activated and cleared, include hand/auto switch to deactivate timer. G.C. to coordinate installation of preformed loop with installer prior to exterior apron being poured.

13. Wiring: Door manufacturer shall supply controls and components only. Electrical contractor shall install controls and furnish and install conduits and wiring for jobsite power and control wiring.

PART 3 - EXECUTION

INSTALLATION3.1

A. Install Four-Fold metal doors in strict accordance with the approved drawings by qualified door erection crews. All door openings shall be completely prepared by the general contractor prior to the installation of the doors. Permanent or temporary electric wiring shall be brought to the door opening before installation is started and shall be completed so as not to delay the inspection test.

B. Doors shall be set plumb, level, and square, and with all parts properly fastened and mounted. All moving parts shall be tested and adjusted and left in good operating condition.

ADJUSTING AND CLEANING3.2

A. Inspection of the doors and a complete operating test will be made by the installer in the presence of the general contractor or architect as soon as the erection is complete. Any defects noted shall be corrected. After door approval in the above test, the general contractor must assume the responsibility for any damage or rough handling of the doors during construction until the building is turned over to the owner and final inspection is made.

B. Clean surfaces and repaint abraded or damaged finished surfaces to match factory-applied finish.

END OF SECTION

Architect’s Project No. 18-031 Palm Beach County Project No. 16214

083980-6FOUR FOLD METAL DOORS

RACEWAYS 26 05 33 - 1

1.03 QUALITY ASSURANCE

A. Provide all new materials, without blemish or defect, in accord with standards specified and UL listed or labeled.

1.04 SUBMITTALS

A. Submit in accord with Division One.

B. Product Data:

1. Conduit and fittings.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Rigid steel conduit shall be sheradized or hot dipped galvanized steel pipe, bearing U.L.

label and conforming to ANSI Publication C80-1.

1. Acceptable Manufacturers:

a. Youngstown

b. Triangle - PWC

c. Republic

d. Allied Tube

B. Couplings, connectors and fittings for rigid steel conduit shall be threaded galvanized steel or galvanized malleable iron specifically designed and manufactured for the purpose.

Fittings shall conform to ANSI C80.4.

Palm Beach County Project No. 16214

SECTION 26 05 33R - RACEWAYS

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Feeders and branch circuit conduits for power and systems, and for conductors of all other electrical systems. Install conduit complete with outlet boxes, junction or pull boxes, and fittings, shown on the drawings or herein specified.

1.2 RELATED WORK

A. SPECIFIED ELSEWHERE

1. Division 1 - Drawings and General Provisions of Contract, including, but not limited to, general, special, and supplementary conditions and other Division 1 - Specification Sections, apply to the work of this section.

2. Division 23 - Applicable sections.

3. Division 26, 27, 28 - Applicable sections.

Palm Beach County Project No. 16214

RACEWAYS 26 05 33 - 2

C. Electrical metallic tubing (EMT) shall be U.L. listed and shall conform to ANSI Publication C80-3. Conduit shall be thoroughly protected from corrosion by electro-galvanizing.

a. Allied

b. Republic

c. Triangle - PWC

d. Youngstown

D. EMT fittings shall be of the steel compression type, rain and concrete tight, with steel compression nuts. Connectors shall be insulated throat with case hardened locknuts.

Fittings shall conform to ANSI C80.4.

a. Appleton

b. Raco

c. Thomas and Betts

d. Efcor

E. Flexible conduit and liquid-tight type. Comply with UL-1, and UL-360.

a. Anaconda

b. Electri-Flex

c. Triangle - PWC

d. International Metal Hose.

F. Connectors shall be compatible with flexible conduit and liquid-tight flexible conduit used and shall be UL listed for grounding means. Connectors shall have insulated throat with hardened locknuts.

a. Midwest

b. Raco

c. Thomas and Betts

d. Appleton

e. O - Z Gedney

f. Efcor

G. Plastic conduit shall be PVC Schedule 80 rated for 90 deg. C cable meeting NEMA

Standard TC-2, and UL listed for concrete encasement. Nonmetallic conduit fittings and conduit bodies comply with NEMA TC-3.

a. Carlon Products Company

b. Robintech

c. Can-Tex

THearn Callout or 40

RACEWAYS 26 05 33 - 3

H. Conduit Bodies

1. Conduit bodies for RGS Applications (LB, T, LR, LL, C) shall be "Crouse Hinds", Form 7 "Feralloy" outlet bodies with galvanized sheet steel covers.

2. Conduit bodies used with EMT, when using compression fittings, shall be "Red Dot" aluminum bodies Type "AT", with "Red Dot" type "CV" covers.

I. Wireways: Provide electrical wireways of types, and sizes as indicated. Provide complete assembly or raceway including, but not limited to, couplings, offsets, elbows, expansion joints, adaptors, holddown straps, end caps, ceiling hangers, and other components and accessories as required for complete system.

1. Lay-In Type: Provide lay-in wireways with hinged covers, in accordance with UL 870 and with components UL listed, including lengths, connectors, and fittings. Select units to allow fastening hinged cover closed without use of parts other than standard lengths, fittings and connectors.

2. Connectors: Provide wireway connectors suitable for “lay-in” conductors, with connector covers permanently attached that removal is not necessary to utilize the lay-in feature.

3. Finish: Protect sheet metal parts with rust inhibiting coating and baked enamel finish.

Plate finish hardware to prevent corrosion. Protect screws installed toward inside of wireway to prevent wire insulation damage.

4. Acceptable manufacturer’s:

a. Square D

b. Hoffman

c. Wiegmann

d. Walker

J. Multi outlet two piece surface metal raceway systems shall consist of steel raceway components with factory applied gray finish. Provide center divider strip for separation between power and communications. System to be furnished with receptacles at spacings shown on the drawings. Raceway shall be UL listed. Furnish with all standard accessories for a complete installation.

1. Acceptable Products:

a. Wiremold G-4000

b. Walker 3400

K. Grounding Bushings: With screw termination for green bond wire.

1. Provide per NEC, all areas.

L. Cable Tray: Cable tray shall be ladder tray, 18-inches wide x 4-inches deep with 9-inch rung spacing. Include all fittings and mounting hardware as required to support the cable tray in all situations. All fittings and hardware shall be manufactured or approved by same manufacturer, as manufacturer of tray system.

RACEWAYS 26 05 33 - 4

M. Tubular runway shall be such that all like parts are interchangeable and may be readily assembled and joined without use of special tools. The tubular runway shall be free of sharp edges or burrs that might damage cable while being pulled. Provide trapeze and/or wall mounted runway as specified herein, for locations as noted on the Contract Drawings.

1. Material: The tubular runway and fittings shall be aluminum.

2. Type: Tubular runway shall be ladder type with wire guides/supports.

3. Clips: Runway clips shall be of the expansion guide type, shall be aluminum, and shall be provided with tray.

4. Hardware: Bolts, nuts and washer shall be galvanized steel compatible with aluminum so as not to cause a galvanic reaction.

5. Radius Bend: All runway fittings used to provide vertical and horizontal bends shall have a minimum radius of 12 inches, unless noted otherwise on the drawings.

6. Manufacturer: Chatsworth, Model 10250-712 Black (Radius bend 10724-712 Black)

7. Width: Ladder type runway shall be 12 inches wide minimum, and as indicated on drawings.

8. Strength: Runway shall be capable of carrying 50 lbs. per linear foot without exceeding 1.5 inches mid-span deflection when supported every 8 feet, NEMA Class 12B.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Conduit Schedule

1. Minimum conduit size shall be 3/4 inch unless otherwise specified.

B. Conduit shall be installed in accordance with the following:

1. All conduits in masonry and concrete walls shall be rigid steel. All conduits in floor slabs shall be Schedule 40. All conduits routed underground and below floor slabs shall be Schedule 80 PVC.

2. All branch circuit conduits in stud partitions and drop ceiling areas, and exposed 4 feet above finish floor may be EMT (thinwall) conduit.

3. All motor branch circuit conduits and conduits routed exposed below 4 feet above finished floor shall be rigid steel.

4. Conduit systems for telephone, fire alarm, and miscellaneous systems shall consist of

EMT (thinwall) conduit in drop ceilings, and stud wall partitions and exposed above 4 feet of finish floor. All other conduit shall be rigid steel.

THearn

PVC

THearn

RACEWAYS 26 05 33 - 5

5. PVC conduit may be utilized for underground applications. Do not use PVC or non-metallic raceways within any building.

6. Flexible conduits shall be used to connect to lighting fixtures and as herein specified.

C. Conduit Runs

1. All conduit shall be sized as indicated on the Drawings, or, conduit sizes not shown, shall be in accordance with the National Electrical Code. All conduit systems shall be mechanically and electrically continuous from source of current to all outlets, and grounded in accordance with the National Electrical Code.

2. Conceal conduit wherever possible, or expose as shown or noted on the drawings and as specified hereinafter. Run all exposed conduit parallel to building walls using right angle bends. Exposed diagonal runs of conduit will not be permitted. Do not install conduit on roof surfaces unless specifically indicated on the Drawings.

3. All penetrations through roof shall be made using an approved conduit boot to seal the penetration water-tight. Refer to roofing specifications and drawings.

4. Install conduit 3 inches from cold water piping.

5. Ream conduit after threads are cut. Cut ends square, and butt solidly into couplings.

6. Prevent the accumulation of water, foreign matter or concrete in the conduits during the execution of the work. Temporarily plug conduit, blowout and swab before wires are pulled.

7. Where insulated bushings are used, fasten conduits to all sheet metal boxes and cabinets with two locknuts in accord with NEC.

8. Provide conduit expansion joints at building expansion joints for conduit runs 1-1/2 inches and larger. Provide conduit expansion joints or flexible conduit connection at building expansion joints for conduits less than 1-1/2 inches.

9. Where building construction or other conditions make it impossible to use standard threaded couplings, install watertight threaded unions.

10. Make changes in direction of runs with symmetrical bends or cast-metal fittings. Make field-made bends and offsets with conduit bending machine to avoid changing the internal diameter of the conduit and not damage its protective coating either inside or outside. Individual bends shall not exceed 90 degrees and not more than 270 degrees total bends will be allowed in any one conduit run. Where more bends are necessary, and conduit runs exceed 150 lineal feet, install a suitable pull box or junction box.

11. Provide empty conduits installed with a pull wire. Pull wire shall be No. 14 AWG zinc-coated steel, or of plastic having not less than 200 pound tensile strength. Leave not less than 12 inches of slack at each end of the pull wire.

RACEWAYS 26 05 33 - 6

12. Use liquid tight flexible conduit for final connection to motors, portable equipment, duct smoke detectors and for equipment subject to vibration and noise transmission. For each conduit size up to 1 inch trade size, flexible conduit shall be minimum length of 12 inches and a maximum length of 36 inches. For conduit sizes above 1 inch trade size, flexible conduit shall be minimum length of 20 inches and maximum length of 48 inches.

13. All exposed conduit in finished areas shall be painted to match the surrounding colors.

E. Raceway Support and Hangers

1. Securely fasten raceways in place and support from ceiling or walls at spacings not exceeding requirements indicated in the NEC.

2. Support rigid or EMT conduits within 3 feet of every outlet box, junction box, pull box, cabinet or termination. Support flexible conduit within 12 inches on each side of every outlet box or fitting.

3. Support vertical runs of conduits at each floor level and at interval not to exceed 10 feet.

4. Support conduits by pipe straps, wall brackets, hangers, or ceiling trapeze. The use of perforated iron or wire for supporting conduits is prohibited. Fasten with wood screws or screw nails to wood; by toggle bolts on hollow masonry units, by concrete inserts, or expansion bolts on concrete or spring-tension or threaded C-clamps for rigid steel conduits on steel. Do not weld conduits or pipe straps to steel structures unless specifically indicated.

5. The load applied to fasteners shall not exceed one-third the proof test load of the fasteners.

6. Fasteners attached to concrete shall be vibration and shock resistant.

7. In partitions of light steel construction, use sheet metal screws.

8. Where two or more conduits one inch trade size or larger run parallel, trapeze hangers may be used consisting of threaded solid rods, washers, nuts and slotted channel (unistrut). Individually fasten conduits to the cross member of every other trapeze hanger with unistrut straps with proper size bolts, washers and nuts. When adjustable trapeze hangers are used, use U-bolt type clamps at end of conduit runs, at each elbow and at each third intermediate hanger to fasten each conduit.

9. All screws, bolts, washers and miscellaneous hardware used for conduit supports shall be fabricated from rust-resisting metal. Trapeze hangers shall have hanger assemblies protected with galvanized finish.

RACEWAYS 26 05 33 - 7

3.2 SPECIAL INSTALLATION

A. Hazardous Locations

1. Perform all work in hazardous locations as defined by the NEC in strict accordance with the NEC for the particular "Class", "Division", and "Group" of hazardous locations involved or indicated on the drawings. Provide conduit and cable seals in accordance with the NEC.

END OF SECTION

Exhibit “2R.1”

Confidential floor plan may be obtained by contacting FDO-CID-Bids@pbcgov.org or calling

(561) 233-0261.

mailto:FDO-CID-Bids@pbcgov.org