Part_II_Scope_of_Services_Work_Specifications_Revision_1.30.25.docx.pdf

PART II

SCOPE OF SERVICES/WORK SPECIFICATIONS

Revised 1/30/25

Revised 10/07/20 Part II - Page 1 of 7

1. SCOPE OF WORK

Vendor shall supply transit/bus shelters, related amenities, and products to Sarasota County Transit (SCT). The Scope of Work consists of fabricating and delivering shelters to SCT located in Sarasota County, Florida. All products and work shall be in accordance with the requirements set forth in these documents.

2. PRODUCT STANDARDS

A. Transit/bus shelters (shelters) and amenities must be designed to withstand temperature fluctuations, humidity, and salt air consistent with Florida’s climate, and must not corrode.

B. All shelter components, amenities, and products shall conform to the latest editions of the Florida Building Code, American Society of Civil Engineers Standards, American Association of State Highway & Transportation Officials standards, and Sarasota County Building Codes, as well as any other applicable publications that may be required by local, state, and/or federal codes.

C. Vendor shall carefully package each component prior to delivery or shipment and shall ensure that all products are delivered to SCT in complete and undamaged condition. Vendor shall promptly replace any item delivered damaged or lost in transit, at no cost to the County.

D. All components shall utilize new materials and be assembled to meet or exceed manufacturer’s specifications.

E. Finish on all aluminum surfaces shall be premium polyester powder coat with a minimum 4-stage pretreatment, and a finish coat of 4 -5 mil thickness.

The color for all aluminum surfaces shall be Blue/Green RAL 6004. Finish shall be certified to comply with the latest version of the Department of Defense (DoD) standard MIL-DTL-5541 specifications, found at:

https://quicksearch.dla.mil/qsDocDetails.aspx?ident_number=5499

F. All fasteners connecting to concrete pad shall be stainless steel and sized to meet load requirements for the Sarasota County Building Code Wind Map, found at:

https://data-sarco.opendata.arcgis.com/datasets/sarco::wind-load-category-7th-edition/explore

G. Any exposed fasteners on the shelter or amenities shall be colored to match the finish of the framework components.

H. All fasteners at key connection points shall be stainless steel.

I. Self-tapping fasteners or bolts fastened into threads cut into the aluminum framework at connection points shall not be acceptable.

https://quicksearch.dla.mil/qsDocDetails.aspx?ident_number=5499 https://data-sarco.opendata.arcgis.com/datasets/sarco::wind-load-category-7th-edition/explore https://data-sarco.opendata.arcgis.com/datasets/sarco::wind-load-category-7th-edition/explore

Revised 10/07/20 Part II - Page 2 of 7

J. All joints and adjoining edges shall be neat and free of burrs.

3. SHELTERS

A. General Requirements

i. Shelters shall have a cantilevered barrel roof design and available in the following sizes:

a. Three (3) feet by nine (9) feet

b. Four (4) feet by twelve (12) feet

ii. Shelters shall be designed and constructed of materials and finishes that are designed to minimize maintenance and provide maximum vandal resistance. All surfaces must be able to be cleaned, pressure washed and have graffiti markings removed without damaging the surface or finish.

iii. Shelters shall be factory prefabricated with an aluminum framework, suitable for supporting wall panels and roof panels, with one rear wall section and two end sections all made from .15 inch thick aluminum panel. Perforation design must not exceed a maximum of fifty percent (50%) amount of material removal.

iv. Shelters shall be designed to be surface mounted to reinforced concrete pads or integrated footers within a concrete pad. Pad thickness or footer depths range from 12-inches to 14-inches depending upon shelter specifications. Shelters must be able to be bolted 6-inches from edge of the concrete pad.

v. Shelters shall comply with the Americans with Disabilities Act (ADA) requirements.

vi. Each drawing, calculation, and specification shall describe and indicate accessory components, mounting/installation instructions, and hardware.

vii. Each shelter, amenity, and product provided shall be supplied with all mounting instructions and hardware required for its installation.

viii. Vendor shall provide an installation, cleaning and care manual for all products. Manual shall include a breakout diagram showing each part by number and location. The manual shall be provided in hard copy and electronic PDF format.

B. Shelter Framework and Roof

i. Shelters shall be structurally stable and capable of withstanding all applicable loading specifications with or without wall panels. Framing members shall be anodized extruded aluminum construction.

ii. Shelters shall have horizontal 1-inch square tube support bars across the back wall to support the perforated screen from damage. The bars shall

Revised 10/07/20 Part II - Page 3 of 7 run from column to column and mount on the exterior of the shelter against the perforated screen two (2) feet above the ground.

iii. Rain runoff must be diverted from open sides of shelters. There shall be no gutter, downspouts or other drain component that can be blocked by leaves or other debris or entrap standing water. The roof shall be completely leak proof.

iv. Roof perimeter extrusion must have an integral gasketed channel in the underside; no external glazing channels or frames that extend below the roof perimeter will be acceptable.

v. Roof shall be constructed of aluminum as a single piece or multiple pieces factory assembled to form a single unit prior to delivery. Roof shall be removable without removing fascia, rear or side panels.

C. Wall Panels

i. Shelters shall enable the installation of perforated wall panels. Wall panels shall be installed into an integral gasketed channel in the underside of the roof perimeter. External glazing channels extending beyond the bottom surface of the roof perimeter will not be accepted.

Side and rear perforated panels shall be removable without removing the roof structure.

ii. On the approaching side of the shelter, the perforated panel of the shelter shall be narrower than the opposing side to increase passenger visibility by the bus operator when approaching the bus shelter.

ii. Vertical wall panels shall consist of a pressure fit system with a main body extrusion, fastened on the posts and positioned by an alignment lip on the post extrusion, and panel shall be retained by a pressure fit gasketed extrusion. Exposed fasteners, rivets, or external panel frames with alignment lips designed for square or rectangular tubing framework are not acceptable.

4. BENCHES

A. Bench frame shall be constructed of aluminum with polyester powder coat per specification as listed in Section 2.E above.

B. Benches shall be compliant with ADA requirements.

C. Benches shall match color and style of shelter.

D. Benches shall be four (4) and six (6) feet in length.

E. Bench seats shall have a height of 17-inches to 19-inches above the finished floor or ground.

F. Benches shall measure 20-inches deep minimum and 24-inches deep maximum.

Revised 10/07/20 Part II - Page 4 of 7

G. Bench frames, arm rests, and back supports shall be perforated powder coated aluminum.

H. Benches shall be concrete surface mounted.

I. Benches shall have armrests at each end in addition to armrests spaced along the bench at intervals adequate to prevent a person’s ability to lie down on the bench.

J. Benches shall be independent from the shelter frame.

K. Benches shall withstand vertical or horizontal force of 250 pounds applied at any point on the seat, fastener, mounting device, or supporting structure.

L. Benches: back support

i. Back support length shall match length of bench.

v. Back support shall extend from a maximum point 2-inches above the seat surface.

vi. Back support shall be 2 ½-inches maximum from the rear edge of the seat measured horizontally.

vii. Back support shall be minimum of 18-inches tall.

5. MAP FRAMES

A. Map frames shall have an external dimension of 32-inches wide by 27-inches tall and have a maximum frame width of 1-inch per side.

B. Map frames shall fit between the columns of a 3’ x 9’ shelter and use extensions to adapt to the column width in a 4’ x 12’ shelter.

C. Map frames shall have an aluminum extrusion frame with minimum 1/8-inch thick backing, color matched to the shelter framework, finished to MIL-DTL- 5541 standards. The clear UV protected polycarbonate within the frame shall be moisture proof. Frames shall be top hinged and secured with minimum of two (2) Torx screws.

6. ADDITIONAL AMENITIES

A. Additional items shall match shelter colors and finishes unless otherwise specified.

i. Solar lighting kit: Interior solar lighting, including wiring, fixtures, mounting hardware and associated accessories. Lighting shall be Light Emitting Diode (LED) style, of brightness and style to illuminates 10-20 lumens per square foot of interior space of each shelter size, with a battery life of at least ten (10) hours on one day’s charge.

Revised 10/07/20 Part II - Page 5 of 7

a. Lighting shall be designed to activate automatically at dusk using a photocell sensor. The light shall illuminate a minimum of six (6) hours before depleting the battery.

b. Lighting shall include a self-test feature for on-site verification of system functionality by the County.

ii. Inverted aluminum U-shaped tubular type / hoop style bike racks three

(3) feet tall by two (2) feet wide to accommodate two bicycles.

iii. Trash receptacles – twenty (20) gallon open top, constructed of perforated aluminum at a minimum of .125” thick (perforations of .325 - .485 inches in diameter) with drain holes, designed either for mounting to a post or to a shelter.

iv. Leaning bar in lengths of four (4) feet and eight (8) feet with and without support stands.

7. PRODUCT LIST

A. Vendor shall provide their product catalog to the County within ten (10) business days of request by the County. The catalog shall be provided in electronic format and must contain, at a minimum, the following:

i. Replacement parts, hardware and fasteners for all shelter and amenity types on the Fee Schedule, broken out by part or item number with a photo or drawing of each part (exploded diagram acceptable).

ii. Additional bench types as offered by Vendor, including but not limited to benches without backs, ADA compliant benches in lengths of four (4) feet and six (6) feet, and benches with horizontal slat style synthetic wood composite seats.

iii. Custom sized map frames and free standing map frames.

iv. Other items related to shelters and amenities offered by Vendor.

B. The catalog shall indicate the list price for each item.

C. Vendor shall sell items from the catalog that are not specified in the Fee Schedule to the County at a price no greater than the list price in the Vendor’s catalog minus the percentage discount listed on the Fee Schedule.

8. DELIVERY TIMELINE

A. Maximum delivery timeline for each item shall be the time from the date the purchase order (PO) is issued to the Vendor to the date an item is received by the County.

i. Shelter delivery shall not exceed six (6) sixteen (16) weeks.

Revised 10/07/20 Part II - Page 6 of 7

ii. Amenity (bench, bike rack, map case, trash can, and any other amenity) delivery shall not exceed four (4) fourteen (14) weeks.

iii. Replacement parts and solar lighting delivery shall not exceed two (2) ten (10) weeks.

B. All products shall be delivered or shipped at Vendor’s cost.

9. WARRANTY

A. All products and workmanship provided by the Vendor shall be fully warrantied from the date of County’s acceptance of the product(s) for a period of five (5) years or for the standard warranty period provided by the Vendor or the manufacturer, whichever is greater, except as specified below:

i. The finish and corrosion shall be warranted for a period of two (2) years from the date of County’s acceptance.

ii. Photovoltaic panels shall be warranted for a period of ten (10) years from date of County’s acceptance.

iii. Battery warranty shall be 100% replacement for the first two (2) years and pro-rated for years 3, 4 and 5 of the five (5) year warranty at 50%.

iv. Defects within the warranty period shall be rectified or replaced to meet specifications, within two (2) weeks of County’s notification to Vendor, at the expense of the Vendor, including all freight, parts and labor.

10.PERMITS

The Vendor shall provide all drawings, specifications, and documentation required to obtain a permit at no additional cost to the County. If the County requests additional documentation or structural engineering support for permitting purposes, Vendor shall provide the requested documents within 10 business days and at no additional cost to the County.

11.ASSIGNMENT OF WORK

Service requests will be dispatched by the County by means of a telephone call or email, and a PO number will be issued. This PO number must be referenced on all correspondence, including invoicing.

12.HOURS FOR DELIVERY

A. Normal Business Hours are defined as Monday through Friday 7:00 a.m. – 5:00 p.m., except County observed Holidays.

Revised 10/07/20 Part II - Page 7 of 7

B. Vendor shall arrange with the County a date and time during Normal Business Hours for delivery.

13.INVOICING

Vendor’s invoices for any part not specifically listed on Fee Schedule shall include documentation clearly showing standard price indicated on the Vendor’s product list minus the percentage discount listed on the Fee Schedule.

Changes to this Scope of Services/Work Specifications are indicated using underlined text to show additions and strikethrough text to show deletions.

Changes made pursuant to this Revision 1/30/25 are in bold.