Specifications_Special_Provisions_Civil.pdf

SPECIAL PROVISIONS

FOR AMENITIES AND LANDSCAPE

FOR

HIGH POINT COMMUNITY PARK

PID 002998A

TABLE OF CONTENTS

SECTION TITLE

A-1 PRE-FABRICATED SITE SHELTER

A-2 PREFABRICATED RESTROOM WITH STORAGE

A-3 BASKETBALL COURTS

A-4 PARK FURNITURE, BENCH

A-5 PARK FURNITURE, TRASH CAN

A-6 PARK FURNITURE, BIKE RACK

A-7 IRRIGATION

A-8 WATER FOUNTAIN

A-9 WATER FOUNTAIN WITH PET STATION

A-10 TRASH DUMPSTER AND ENCLOSURE

A-11 LANDSCAPING

A-12 SPORTS FIELD NETTING

END OF TABLE OF CONTENTS

PRE-FABRICATED SITE SHELTER

SPECIFICATION: A-1

PRE-FABRICATED SITE SHELTER

SPECIFICATION: A-1

10/13/2023

SPECIAL PROVISIONS

FOR AMENITIES AND LANDSCAPE

FOR

HIGH POINT COMMUNITY PARK

PID 002998A

PRE-FABRICATED SITE SHELTER

A-1

PART 1 GENERAL

1.1 SUMMARY

A. Design, fabrication, finishing, and delivery of pre-engineered, glue-laminated wood, factory-fabricated site shelter per the plans.

B. Site work related to installation by Contractor, including:

1. Unloading and temporary storage, if any.

2. Soil testing, if necessary.

3. Site preparation.

4. Column foundations, rebar, anchor bolts, and anchor embedment.

5. Concrete slab (6-inch minimum thickness) and embedment.

6. Structure erection.

7. Field touch-up painting of factory finishes, if necessary.

C. The Contractor and shelter supplier shall provide shop drawings for the proposed work components.

D. The Contractor shall provide site access for delivery vehicles.

E. The Contractor shall be responsible for all permits and will be reimbursed for the permit fees.

F. The Contractor and shelter supplier shall be responsible for all necessary design related to the building, column foundations, concrete slab and other incidental items. A Florida engineer shall stamp the final drawings.

1.2 SYSTEM DESCRIPTION

A. The design shall meet or exceed the applicable building code.

B. Pre-engineered, pre-fabricated packages shall include laminated wood beams, structural steel columns, T&G wood roof deck, wood fascia, and column-to-beam connection fasteners.

C. Pre-engineered, pre-fabricated package shall be designed as a fixed base, heavy timber construction structure. Superstructure components (columns, beams, and connection) shall be factory precut and pre-drilled. The roof deck shall be delivered in specified lengths such that joints occur over beams for minimal cutting. The installer shall deliver Fascia and Nailer in industry standard lengths and field cut.

D. Field labor is required to install the pre-fabricated parts. The structure is shipped knocked down. Onsite welding shall not be required or permitted.

1.3 REFERENCES

A. American National Standard for Wood Products – Structural Glued Laminated Timber

(ANSI A- 190.1)

B. American Institute of Timber Construction (AITC)

PRE-FABRICATED SITE SHELTER

SPECIFICATION: A-1

10/13/2023

C. American Plywood Association (APA) D. Engineered Wood Association (EWA)

E. American Society of Testing Material (ASTM)

1. ASTM A500 - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

2. ASTM A572 - Standard Specification for High-Strength Low-Alloy Columbium- Vanadium Structural Steel

3. ASTM F1554 – Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength

F. American Institute of Steel Construction (AISC) G. American Welding Society (AWS) H. Steel Structures Painting Council (SSPC); SSPC-SP10 - Near-White Blast Cleaning I. Leadership in Energy and Environmental Design (LEED) J. OSHA Standards 29 CFR, Part 1926, Subpart R (Steel Erection), Standard Number

1926.755: Compliance requires a minimum of four anchor bolts per column.

1.4 QUALITY ASSURANCE

A. Shelter Supplier Designer Qualifications: Design of structure under the direct supervision of a Professional Engineer experienced in the design of this type of work and licensed in the State of Florida.

B. Manufacturer Qualifications: Company experienced in the design and manufacture of shelters of the type specified, and having the following:

1. Minimum five years of experience designing and fabricating pre-fabricated glued laminated wood shelters.

2. Three references of similar shelters were completed within the past two years within a

100-mile radius of the project.

3. Fabricator membership in the American Institute of Steel Construction (AISC), requiring quality control documentation and procedures. Provide current AISC shop certification upon request.

4. All welding shall be performed to AWS standards by AWS-certified welders.

Provide welding certification upon request.

5. Fabricator membership in AITC and APA/EWS. Members shall be marked (in an unseen finish product location) with an AITC or APA/EWS Quality Mark. A Certificate of Conformance shall also be provided, indicating conformance with

ANSI/AITC A190.1-2002.

C. Perform the work in accordance with applicable federal, State, and local building and safety codes and regulations.

1.5 SUBMITTALS

A. Minimum 5 sets of shop drawings showing all construction details, including foundation sizes, reinforcement, and locations.

1. Provide the licensed professional shelter supplier engineer’s state stamp or seal on the shop drawings.

2. Provide the licensed professional shelter supplier engineer’s state stamp or seal on the structural calculations.

B. Selection Samples: For each finish product specified, color charts representing the manufacturer’s full range of available colors.

PRE-FABRICATED SITE SHELTER

SPECIFICATION: A-1

C. Warranty

1. Provide a minimum five-year warranty against manufacturer defects.

2. Provide the roofing manufacturer’s limited warranty.

1.6 DELIVERY, STORAGE, AND PROTECTION

A. Individually wrap factory-finished structural components in fiber-reinforced paper to protect the finish during transit.

B. Wood roof deck shall be load-wrapped and banded together in bundles that do not exceed

2,000 lbs.

C. Shipped knocked down for minimal shipping charges.

D. Deliver products to the project site in manufacturer’s protective packaging.

E. Follow the shelter manufacturer’s recommendations and instructions, including those printed on the shop drawings. To minimize damage during unloading, use only padded forks or non-marring slings.

F. Prefinished materials not being immediately installed must be protected from sunlight.

G. Store products in the manufacturer’s unopened packaging well off the ground and covered out of weather until ready for installation.

1.7 ARCHITECTURAL DESIGN/ENGINEERING AND INSURANCE RESPONSIBILITY

A. The Supplier remains legally responsible for architecture, engineering, and all applicable building, safety, health, fire, and accessibility code compliance. Since they hold professional design responsibility to the Owner, the Supplier must furnish certification that they provide product liability insurance in the amounts required by the general specifications to cover property damage and personal injury. A Florida engineer shall stamp the final drawings.

1.8 ERRORS AND OMISSIONS INSURANCE

A. The Supplier must also provide additional Professional Architectural and Engineering

Errors and Omissions insurance, in the minimum amount of $2,000,000, to cover claims against the Owner, Engineer or their general Contractor for State and Federal ADA handicapped accessibility and other design/engineering code issues. This Errors and Omission Policy must remain in effect for 5 years from the completion and Owner acceptance of the project. Product liability insurance (since it does not cover professional design responsibility only) will be insufficient for this bid and will be a cause for rejection of the bidder.

1.9 INSURANCE FOR THE BUILDING OFFSITE, WHILE IN TRANSIT, AND/OR ON-SITE

UNTIL TURNOVER AND FINAL OWNER ACCEPTANCE

A. The Supplier may request monthly invoicing for a percentage of building completion in-plant. Under UCC law, the Supplier is turning over responsibility for the portion invoiced to the Owner. Yet, the building will not be on the Owner’s property and may not be covered by the Owner’s insurance. Therefore, the Supplier must provide a separate insurance policy insuring the Owner and their general Contractor as additionally insured for liability, damage and/or vandalism to the building while in the manufacturing facility, while in transit, and/or while in storage at a certified bonded storage facility or at the final project site for up to $200,000 for each prefabricated building module, until the building is final accepted by the Engineer.

PRE-FABRICATED SITE SHELTER

SPECIFICATION: A-1

PART 2 PRODUCTS

2.2 GENERAL

A. Model: LW-G3044-03 as manufactured by RCP Shelters, Inc. (800-525-0207) or Equal, meeting all the performance specification requirements as specified herein and shown on the Plans.

B. Size and dimensions

1. Shape: Rectangle

2. Dimensions: 30’ x 44’ (reference Plans)

3. Roof Style: gable

4. Roof Pitch: 3:12

5. Eave Height: minimum clearance at eave or beneath ornamentation shall be 7’-6”

C. Substitutions: Products other than those specified must be requested in writing to the Engineer and received approval, in writing, by addendum at least ten (10) days before the bid date. Unapproved alternates will not be allowed.

2.3 STRUCTURAL COMPONENTS

A. Steel

1. Columns: ASTM A500 Grade C structural steel tube. The following shapes are prohibited: I- beams, wide-flange beams, C-channels, Z-shapes.

2. Plates: ASTM A572 Grade 50

3. Hot-Dip Galvanized Tube Steel before powder coat finish:

a. Steel shall be hot-dipped galvanized with a 5-step process:

1. Cleaning the steel in a hot caustic solution.

2. Pickling in dilute hot sulfuric acid or ambient temperature hydrochloric solution.

3. Fluxing in an aqueous solution of zinc-ammonium chloride.

4. Immersing in a bath (kettle) of molten zinc.

5. Inspection of material for consistent and thorough coating per ASTM A

123/A Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products or ASTM A 153/A Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.

4. Finish: Powder Coat

a. Pre-blast inspection to catch and remove oil, grease, and other coatings impeding contaminants

b. Steel grit blasted to near white condition per SSPC-SP10, removing all oil residue, mil scale, weld spatter, and slag

c. Five-stage phosphate wash (includes detergent, phosphate, rust protectant sealant)

d. Epoxy powder coat primer

e. Double topcoat TGIC polyester powder coat; color to be selected from manufacturer’s standard color chart by Engineer.

f. Primer plus finish coats shall be 7-12 mils thick.

g. All materials inspected to meet 100% coating, proper cure, film thickness, and impact resistance.

h. Wet-coat alternatives shall not be acceptable.

5. Fasteners: 4 gauge hot-dipped galvanized annular ring nails

PRE-FABRICATED SITE SHELTER

SPECIFICATION: A-1

6. Column Anchors: ASTM F1554 Grade 36, provided by Contractor, attached to the top of foundation, recessed below slab on grade.

B. Glued Laminated Wood

1. Species: Southern Yellow Pine

2. Appearance Grade: Architectural

3. Lamination Thickness: 2” Nominal

4. Adhesive: Resorcinol

5. Stress Combination: 24F-V3

6. Preservation Treatment: None

7. Size: Per engineered drawings

8. Stain: factory-applied Sherwin Williams semi-transparent wood stain.

C. Structural Wood Roof Deck

1. Species: #1 grade Southern Yellow Pine, kiln dried

2. Treatment: none

3. Size: nominal 2” x 8”

4. Pattern: center matched, tongue and groove, with veed edges 1 side (EV1S)

5. Stain: factory-applied Sherwin Williams semi-transparent wood stain.

D. Fascia

1. Species: #1 grade Alaskan Yellow Cedar

2. Size: nominal 2” x 6”

3. Stain: factory-applied Sherwin Williams semi-transparent wood stain.

E. Metal Roof System: Galvalume® metal roof panels with exposed fasteners.

1. Profile: Max-Rib

2. Panel Gauge: minimum 26-gauge

3. Panel Width: 3'-0”

4. Panel Length: Precut to the length from the eave to the ridge

5. Panel Orientation: Ribs shall run with the pitch of the roof for proper drainage

6. Trim: Matching roof trim and fasteners

7. Finish: Factory pre-finished with Kynar 500® paint system; color to be selected by

Engineer from standard color chart

8. Underlayment: HydraShell MAX

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that site earthwork has been performed as required for satisfactory installation.

3.2 PREPARATION

A. Install footings and column anchors of size, design, and location as specified by the shelter manufacturer on approved shop drawings.

3.3 INSTALLATION

A. Perform installation per applicable federal, State, and local building and safety codes.

B. Structural special inspections, if required, shall be arranged and paid for by the Contractor.

C. Install shelter per the manufacturer’s approved shop drawing and good construction practices.

D. Install slab per shelter manufacturer’s shop drawings.

https://marcoindustries.com/products/underlayment/hydrashell-max/

PRE-FABRICATED SITE SHELTER

SPECIFICATION: A-1

3.4 CLEANING AND PROTECTION

A. Clean installed work to like-new condition.

B. Protect installed products until completion of the project.

C. Touch-up, repair, or replace damaged finishes before Substantial Completion. The manufacturer provides the touch-up paint

Basis of Payment

The work specified under this Section shall be paid per Lump Sum (LS) for PRE-FABRICATED SITE SHELTER, including all work and materials described/specified herein satisfactorily completed and accepted. The work specified shall include design, signed and sealed drawings by a Florida Professional Engineer, shop drawings, testing, permits, site preparation, foundation, slab and other incidental items for a fully operational system.

Pay Item No. A-1 PRE-FABRICATED SITE SHELTER - per Lump Sum (LS)

END OF SECTION

PRE-FABRICATED RESTROOM WITH STORAGE

SPECIFICATION: A-2

PRE-FABRICATED RESTROOM WITH STORAGE

SPECIFICATION: A-2

PRE-FABRICATED RESTROOM

WITH STORAGE

A-2

A. General, Specifications and Clarification of Prefabricated Building and Site Installation

1. The reference to Supplier shall refer to the restroom building design/build Supplier.

2. The prefabricated structure in this bid is an offsite constructed “product” and not a “typical” general construction.

3. The installation of the product on-site is general construction, which must be coordinated between the Contractor and the Supplier. The specified Supplier or Contractor shall provide specifications for the building foundation/pad. Due to the responsibility of the specified Supplier for architecture, engineering and a five-year warranty, the site pad/foundation must meet the Supplier’s design so the pad and building can be considered from a single source for warranty purposes. The Supplier must accept the pad and compaction tests before they take responsibility for the entire system under their warranty.

4. The Contractor and Supplier shall provide shop drawings for the proposed work components.

5. The Contractor shall be responsible for all permits and will be reimbursed for the permit fees.

B. Architectural Design/Engineering and Insurance Responsibility

1. The Supplier remains legally responsible for architecture, engineering, and all applicable building, safety, health, fire, and accessibility code compliance. Since they hold professional design responsibility to the Owner, the Supplier must furnish certification that they provide product liability insurance in the amounts required by the general specifications to cover property damage and personal injury. A Florida engineer shall stamp the final drawings.

C. Errors and Omissions Insurance

1. The Supplier must also provide additional Professional Architectural and Engineering Errors and Omissions insurance, in the minimum amount of $2,000,000, to cover claims against the Owner, Engineer or their general Contractor for State and Federal ADA handicapped accessibility and other design/engineering code issues. This Errors and Omission Policy must remain in effect for 5 years from the completion and Owner acceptance of the project. Product liability insurance (since it does not cover professional design responsibility only) will be insufficient for this bid and will be a cause for rejection of the bidder.

D. Insurance for the Building offsite, while in transit, and/or on-site until turnover and final Owner acceptance

1. The Supplier may request monthly invoicing for a percentage of building completion in-plant.

Under UCC law, the Supplier is turning over responsibility for the portion invoiced to the Owner.

Yet, the building will not be on the Owner’s property and may not be covered by the Owner’s insurance. Therefore, the Supplier must provide a separate insurance policy insuring the Owner and their general Contractor as additionally insured for liability, damage and/or vandalism to the building while in the manufacturing facility, while in transit, and/or while in storage at a certified bonded storage facility or at the final project site for up to $200,000 for each prefabricated building module, until the building is final accepted by the Engineer.

E. Engineer or General Contractor Coordination with Design/Build Supplier

1. The specified prefabricated public restroom building requires coordination between the Engineer

PRE-FABRICATED RESTROOM WITH STORAGE

SPECIFICATION: A-2

and the General Contractor (who prepares the site pad and delivery access for the prefabricated storage building) and the prefabricated restroom Supplier (who completes the architectural design, engineering, offsite building construction, delivery and installation on site.) The specified prefabricated restroom building specifications include unique components/systems custom to the restroom Supplier. Since the restroom Supplier is responsible for the design, additional insurance requirements for errors and omissions are required.

F. General Contractor, General Scope of Work

1. The Contractor for this project is responsible for the site survey and staking of the building location, finished slab survey elevations and marking on site, construction and compaction of the required building pad; access to the site for a large crane and tractor trailers delivering the prefabricated building; providing water, sewer, and power at a point of connection (POC) within 6 feet of the building and at the depth required by the building subcontractor and local code; and the installation of any sidewalks outside the building footprint.

2. The Contractor is responsible for verifying to the building subcontractor design/build firm that there are no unanticipated site delivery issues such as overhead wires, trees, tree roots, or existing grade changes that prevent a clear path of travel between a roadway and the final site exists for a tractor trailer and crane to expedite delivery. The Supplier requires that the Contractor certify that the required delivery crane must be able to set the building module/modules within 35’ distance from the center of the building to the center of the crane hoist.

G. Supplier/Prefabricated Restroom Building, General Scope of Work

1. The prefabricated restroom building specialist will provide the Contractor with final building design architectural drawings and engineering calculations under the responsibility of a licensed structural engineer, in compliance with all local, state and federal codes. The Supplier shall construct the building offsite as a permanently relocatable building, transport it to the final required destination, and install the building turnkey (to 6’ from the building footprint) on a Contractor-prepared pad per the drawings included in this bid.

H. Licensing:

The Supplier must comply with all the State of Florida requirements.

I. Bid Standard for the Prefabricated Restroom Building or Equal

1. The Owner understands that several firms design and build various types of prefabricated public restroom buildings in varying quality and architectural styles, using similar or different construction methods and materials. For this project, the Owner has selected:

The Supplier Public Restroom Company, 2587 Business Parkway, Minden, Nevada, 89423, specifies herein that this firm is the standard for architectural design, safety, green design, code compliance, and site-specific compatibility or Equal. Public Restroom Company is the standard of building performance and quality for the 50-year building design life with low maintenance based upon the longevity of the materials selected.

Contact: Mike Earle, Regional Sales Manager Phone: 888-888-2060 extension 126 Fax: 888-888-1448 Email: Mike@PublicRestroomCompany.com Web: www.publicrestroomcompany.com mailto:Mike@PublicRestroomCompany.com http://www.publicrestroomcompany.com/

PRE-FABRICATED RESTROOM WITH STORAGE

SPECIFICATION: A-2

J. Certificate of Offsite Inspection and Construction Compliance, Provision for Maintenance

Manuals, and Warranty

1. The offsite restroom construction requires that a licensed third-party inspection firm provide the Engineer and the local building official with certification and compliance for the building with the approved plans and specifications. This inspector shall issue a certificate of compliance to the local building official to provide certification that the building meets and or exceeds the approved plans and applicable codes.

2. At the project conclusion, the Supplier shall furnish one complete maintenance manual, including a troubleshooting guide, and a five (5) year warranty to the Owner or Contractor.

K. Site Scope of Work by Contractor

The Contractor shall prepare the restroom building subgrade pad to receive the prefabricated building per the bid drawings.

1. The building pad shall be excavated to 14” deep from the final building concrete slab elevation per the drawing titled “foundation pad design.”

2. The building pad shall meet a 90% compaction in lifts using a class II base for the first four inches and coarse sand for the last two inches of the pad, leaving the finished sub-grade pad elevation at the finished floor, minus 8”.

3. The Contractor shall provide a water point of service at 30” below the finished building slab, sewer at 24” below the finished building slab, and electrical at 36” below the finished building slab or other per bid plans.

4. The Contractor shall coordinate with the restroom Supplier to provide full site delivery access for a 70’ tractor-trailer and hydro crane to the final building site.

5. Suppose the final site access is over existing sidewalks, utilities, or landscaping. In that case, the Contractor shall be responsible for plating and/or tree trimming, utility line removal, or other to protect existing conditions.

6. The hydro crane must be able to locate no greater than 35’ from the center point of the building to the center point of the crane.

7. The utilities shall be furnished per bid site plans at specified points of connection (POC), nominally 6’ from the building line.

8. The Contractor shall furnish and install final grading, landscaping and sidewalks.

L. Connection to Utilities

1. The Contractor will furnish Electrical, Water, and Sewer at the proper POINT OF CONNECTION AND THE PROPER ELEVATION BELOW GRADE for this project. The restroom subcontractor shall provide the final water hookup from the building to POC, sewer hookup to POC, and electrical sleeve from the building panel to POC only. Final utility connections shall be by the Contractor.

The Contractor shall flush the water lines thoroughly before making the final water connection to the building.

M. Concrete Slab, Required Independent Testing Laboratory Certification

1. The prefabricated building slab special concrete technology claims to be water and urine-resistant for life due to special additive technology. The Contractor must furnish a test certification of compliance from a national independent testing laboratory to support the claim for absorption resistance. The written report must state the concrete compressive and absorption per ASTM standards #C642 and #C39, respectively. Since this non-absorbency capability is so significant, the design/build subcontractor must provide a general certification of compliance with the above standards.

PRE-FABRICATED RESTROOM WITH STORAGE

SPECIFICATION: A-2

N. Prefabricated Restroom Building

1. The Engineer has evaluated several prefabricated restroom building Suppliers. This bid requires such a building to be used instead of site-built traditional construction because of the unique built-in advantages guaranteed by the design/build firm. This technology includes new innovations such as non-absorbent concrete, anti-microbial components to reduce health risks, built-in vandal resistance design, lowered maintenance and long-term warranties that reduce Owner risk for failure. The specifications below are written around this new technology.

O. Mat Engineered Concrete Building Slab/Foundation

1. The Supplier shall contract the building’s Engineer of record. The building’s Engineer of record scope excludes subgrade design and shall be the Contractor’s responsibility.

2. The mat-engineered 8” thick slab/foundation shall be engineered and constructed to withstand the transportation weight of the building without cracking and to resist absorption from any liquids deposited on the surface. The concrete slab shall be constructed inside a steel angle curb, reinforced with dual mats (tension and compression), and poured with a custom concrete formula with special admixtures to create a waterproof finished slab for life.

3. Perimeter Steel Curb: 5/16” 50,000 kip steel 6” X 6” welded continuous angle.

4. Rebar Steel Mat: Two layers of 40,000 tensile steel rebar in varying sizes per the building engineers’ requirements, including a perimeter structural continuous grade beam design inside the exterior steel angle and at any other location deemed by the building engineer of record as required for the intended use. In coastal locations or when required for corrosion resistance, rebar shall be epoxy-coated or fiberglass to resist permanent corrosion. Rebar mats shall be wire tied to code with a minimum of three turns of the wire, and overlaps shall be a minimum of 15 diameters for any connection.

5. All slab openings shall be surrounded with two layers of steel collars as required by the building engineer of record to stop corner cracking and reinforce the openings for lifting.

6. 1” thick by 3” minimum length threaded nuts shall be welded to the steel perimeter frame with continuous ¼” fillet welds. Nuts shall be welded to common steel plates per the building engineer of records design and attached to the interior steel rebar structural mats.

7. The Contractor or manufacturer shall provide lifting locations with sufficient reinforcement to allow the safe lifting of the entire designed weight of the structure with dual 1” steel bolts and washers at each lifting location. The Contractor or manufacturer shall determine the number of lifting locations, each fitted with removable ¾” 8” X 8” 50,000 tensile strength steel angles.

8. The slab shall be poured over a 1” thick steel plate table. The concrete mix design shall not exceed a 3” slump and shall be stinger-vibrated for maximum consolidation. All floors shall slope to any floor drains within each room; if no floor drain is present, the floor should not slope. The surface shall be a very light broom that should meet a coefficient of friction on the surface of .06. Birdbaths shall be cause for rejection.

9. To prevent corrosion, The steel perimeter angle will remain below the concrete surface by two nominal inches. After the site concrete sidewalks are poured, the joint shall be full flow sealed with self-leveling grey urethane caulk to prevent water penetration into the joint.

10. The building shall be designed for future relocation. It shall protect the lifting openings in the mat slab so that the threaded openings will be available for future use if needed.

11. The building system shall be designed for placement on-site and prepared class 2 building pad/and/or footings as required by code, per the bid drawings, suitable for a minimum 1500 pounds soil bearing capacity. The Contractor shall do any soil survey (if necessary).

P. Exterior & Interior Masonry Block Walls

1. The exterior walls shall be 6” thick per State of Florida codes or engineering for wind and seismic.

PRE-FABRICATED RESTROOM WITH STORAGE

SPECIFICATION: A-2

The interior walls shall be 4” block to ceiling height.

2. The 8” mat-engineered concrete slab shall be cured for at least 7 days. Holes for vertical dowels shall be drilled into the mat-engineered slab, avoiding grade beams or other structural reinforcement. Once the holes are drilled, blow out the remaining material. Using two-part structural epoxy, wet set the #3 or #4 vertical rebar (as specified on the engineering calculations into holes drilled to the depth per the Engineer of record requirements. Each rebar shall be held vertically to allow equal epoxy support to each dowel during the drying period. Engineering calculations require installing rebar in each concrete block center void or every block hole. The engineered uplift on each rebar shall be sufficient to restrain any load imposed on the masonry block wall for vertical rebar pull out from the concrete mat engineered slab.

3. The block walls shall be nominal 8” x 16” CMU. The building corners shall have a special corner return block that matches the exterior finish and creates a uniform appearance. All 4” CMU shall be custom fabricated with an enlarged interior hole to place the grout and vertical rebar.

Q. Roof System

1. The roof structure shall be 26-gauge standing seam metal with 16” striations and ice/water shield.

The rake and fascia shall be 2” x 6” kiln dried SPF wrapped with 16-gauge formed steel.

2. The roof shall be designed per plans to reduce vandals climbing on the roof and obtain proper gable ventilation size openings to provide fan-free ventilation.

3. The restroom ventilation screens (described in the following Section) shall be attached to the truss frames and non-removable by vandals.

R. Interior Wall Finish

1. Interior wall finish to cap beam shall be precision CMU block masonry walls smoothed to a pebble grain finish with 2-4 mil layers of 7-day curing block fillers and painted with two additional 4 mil layers of industrial high solids (color selected by client) industrial grade enamel. The above cap beam shall be painted OSB.

S. Exterior Wall Finish, Masonry and Gable

1. The building exterior shall have a 6” split face CMU block to cap beam. Above the cap beam shall be James Hardie lap siding. The exterior shall be painted with two layers of industrial high solids semi-gloss enamel to a 4-mil thickness. Colors to be selected by Owner.

T. Doors and Gates

1. The entry doors shall be 7’-0” high pultruded HVHZ fiberglass, custom fabricated, 6 lb./cubic foot, closed-cell polyurethane core wrapped in 4 layers of glass fiber reinforcement and resin encapsulated to 1/8” at all door faces for impact resistance. Stile edges are 9/16” thick of solid FRP structural reinforcement, allowing maximum screw holding capability. The Top rail is 6” deep with ¼” wall thickness to provide ample reinforcements for closer attachments. The matching pultruded fiberglass door jamb shall be solid-filled with 3000 psi masonry grout mix.

2. Doors shall be hung on a full mortise five knuckle Mckinney Bearing heavy weight butt hinges.

3. All exterior entry doors shall have a Schlage L series mortise lock with a lever pull that meets all

Florida Building Code regulations. All entry doors shall also have Securitron M62 series magnetic door locks, with 1,200 pounds of holding force, for timed locking and unlocking of the restrooms.

4. The door closer (restroom entry door only) shall be “LCN” heavy duty #4210 Series, fastened to a structurally reinforced door plate per door manufacturer design.

5. Stainless steel vandal-resistant fasteners shall be used on all hardware.

PRE-FABRICATED RESTROOM WITH STORAGE

SPECIFICATION: A-2

U. Specialties

All specialty washroom equipment shall be commercial grade stainless steel fastened securely to walls with vandal-resistant stainless-steel screws to avoid removal by vandals as follows:

1. The toilet paper holder shall be a covered three-roll, 18-gauge stainless steel. Toilet paper holders shall be attached to block walls with 4 epoxy bedded vandal-resistant stainless-steel fasteners.

2. Stainless steel grab bars to code shall be 1 ¼” minimum exposed fastener vandal-resistant design and installed at each accessible water closet.

3. Cast Aluminum ADA-compliant signs shall be mounted as required on exterior siding. Signs shall have raised pointed Braille tips and be blind secured with epoxy adhesive and stainless-steel fasteners.

4. Baby Changing Stations: Foundations Horizontal #5410339

5. Hand Dryer: Dyson Airblade V, nickel finish, mounted adjacent to lavatories.

6. The Soap Dispenser shall be a stainless steel thru-wall nozzle with a remote reservoir in the mechanical chase.

V. Plumbing

1. The building shall be fully compliant with the following codes:

a) All applicable State of Florida Building Codes. The latest edition is applicable.

b) Florida Plumbing Code. The latest edition is applicable.

2. GENERAL: All components and fabrications shall be designed to reduce life cycle maintenance, be compatible with current maintenance spare parts, and be listed in a spare parts/maintenance manual delivered in the utility chase of the building.

3. WATER PIPING: This shall be type L copper above grade and type K with silver solder below grade. All water piping shall be designed and constructed with high and low-point drain fittings.

To code, all piping shall be mounted on Uni-strut wall brackets with neoprene isolators.

4. WATER PRESSURE GAUGE/VALVE COMBO: install two commercial-grade industrial water pressure gauges, isolation ball valves, and a 10-micron water filter with a clear canister and a check valve.

5. PLUMBING FAUCETS, ISOLATION VALVES AND ACTUATORS: All fixtures except those with flush valves shall be isolated with ball valves for each fixture, concealed lever flush valves, and metered push-button type lavatory faucets.

6. DWV PIPING: DWV piping shall be concealed behind the wall. DWV piping shall be PVC DWV, solvent welded, for all concealed piping. A cast iron no hub DWV vent pipe with a cast iron roof mounted vandal cap vent shall be required through the roof.

7. REMOVABLE PIPE TRAPS: All sink drains and waste traps shall be removable for maintenance.

Floor drains shall be trapped in slab and increased two pipe sizes over standard to allow code use.

All surface-mounted utility chase piping shall be mounted on Uni-strut with plastic isolators to code. Sink drain traps shall be concealed behind the utility chase walls where maintenance staff can access all plumbing.

8. PLUMBING FIXTURES: Plumbing fixtures shall be stainless steel manufactured by Acorn.

Toilets shall be wall hung, rear discharge, with Lever flush valves. Toilet seats shall be black solid core plastic, non-flammable construction with continuous stainless steel concealed self-checking hinges. Lavatories shall have concealed remote traps behind the mechanical wall. Schedule of fixtures:

a. Water Closets: Acorn 1675 W-1-HET 316SS

b. Water Closet Flush Valve: Zurn Z6143AV-HET-7L-BG

c. Lavatories: Acorn 1652LRB-1-DMS-03M-316SS

d. Lavatory Faucet: Chicago Metered 333-E2805-665PSHABCP

9. FLOOR GRATES: Removable 350 lbs. per square foot pultruded fiberglass non-skid floor grates

PRE-FABRICATED RESTROOM WITH STORAGE

SPECIFICATION: A-2

shall be installed over every opening in the utility chase for OSHA protection/compliance.

10. HOSE BIB: One Acorn 8121 LF hose bib shall be provided in the utility chase.

11. HOSE REEL: One commercial grade hose reel with a capacity for 75’ X 3/4” commercial heavy-duty hose and nozzle shall be hung in the mechanical room for cleaning of restrooms. One 75’ x 3/4” commercial hose shall be furnished.

W. Electrical

1. GENERAL: Electrical system and components shall be commercial grade or better, and piping conduits shall be installed on commercial Uni-strut wall hangers. Interior and exterior electrical lighting fixtures in public areas shall provide a lifetime manufacturer’s warranty.

2. PANEL/WIRING: One 100-amp, single-phase, 20-circuit, main industrial grade Panel Board, Square “D” QO series, shall be mounted in the utility chase in the restroom building. All breakers shall be plug-on type, minimum 10,000 A.I.C. RMS (Sym) at 120/240 vac. Wiring shall be stranded copper wire #12 min in EMT piping with screw fittings.

3. PIPING: All piping shall be surface mounted to the masonry block walls with a minimum of 2” fastener penetration. EMT conduit shall be compression type. The main panel shall maintain a 30” X 36” safety code required clear space, floor to 6’ above the finished floor.

4. EXTERIOR LIGHTING: Luminaire AEL12-10W-120-4000K-DP-BZH, 10-watt LED, dark sky compliant, vandal-resistant fixtures shall be installed per plans.

5. INTERIOR LIGHTING: Luminaire SWP1212, 15-watt, LED, vandal-resistant high-impact polycarbonate lens fixtures shall be installed in the restrooms per plans and will have integral occupancy sensors. The utility chase shall have two 4’ single-tube LED fixtures, suitable for wet locations, with an Occupancy sensor switch at the door entry.

6. LIGHTING CONTROL: All exterior restroom lighting shall be controlled by a photo-cell mounted 8’ high on the exterior utility chase/restroom wall. Two (2) bypass switches shall be located in the utility chase (one for interior lighting and one for exterior lighting) so maintenance staff can check operation during daylight hours. Integral occupancy sensors shall control the interior lighting.

7. ELECTRICAL OUTLETS: (1) commercial-spec grade dedicated GFCI in the utility chase, per plans. (5) commercial-spec grade GFCIs will be located in the storage per plans.

8. WATER HEATER: Shall be Steibel-Eltron DHC-8/10, located in the utility chase, one for each restroom (Qty. 2). The water to the lavatories shall be tempered.

X. Shipping Protection

While traveling over roads to the destination, the building may encounter inclement weather or road grime that could require substantial cleaning when it arrives on site. The building shall be shrink-wrapped before transportation and sufficiently strong to arrive at the project site intact for exterior finish protection. Materials removed on site shall be disposed of and recycled by restroom building install staff.

Y. Certifications

The local building authority shall provide site inspections for the underground mechanical piping and final connections, footings, and access issues outside the restroom footprint. Restroom building subcontractor shall also furnish a 5-year warranty, certifications for the concrete slab specification compliance, and maintenance manuals for the building and components.

PRE-FABRICATED RESTROOM WITH STORAGE

SPECIFICATION: A-2

The work specified under this Section shall be paid per Lump Sum (LS) for PRE-FABRICATED RESTROOM WITH STORAGE, including all work and materials described/specified herein, satisfactorily completed and accepted. The work specified shall include design, signed and sealed drawings by a Florida Professional Engineer, shop drawings, permits, testing, site preparation, foundation, slab, all water, sanitary and electrical connections and other incidental items for a fully operational system.

Pay Item No. A-2 PRE-FABRICATED RESTROOM WITH STORAGE - per Lump Sum (LS)

BASKETBALL COURTS

SPECIFICATION: A-3

BASKETBALL COURTS

SPECIFICATION: A-3

11/1/2023

BASKETBALL COURTS

A-3

The work specified under this Section consists of the construction of basketball asphalt courts, surfacing, markings, equipment, grades and other items in conformity with the lines, grades and elevations shown on the Plans and as directed by the Engineer.

The construction shall conform to the requirements of FDOT Specifications and Pinellas County Supplemental Specifications for Roadway and General Construction, as amended herein, to the details and notes shown in the Plans, and to all applicable drawings of the FDOT Design Standards, latest edition, and the applicable standard construction details of the County.

The Contractor shall provide shop drawings for the proposed work components.

Verify with the Engineer before ordering paint and color application.

All-weather surface description:

• Laykold – Masters 5 (Application per manufacture recommendations) or Equal o Color: Gray color for inside the court area o Color: Blue for outside the court area and free-throw zones

• Provide a minimum five-year warranty against manufacturer defects.

Playing Surface Preparation: The Contractor shall ensure the finished asphalt surface does not have standing water and fill in areas as needed in preparation for the final all-weather surfacing.

Adjustable outdoor basketball system description:

• Pro Dunk Hercules Diamond or Equal

• Provide a minimum five-year warranty against manufacturer defects.

The work specified under this Section shall be paid per Lump Sum (LS) for BASKETBALL COURTS, including all work and materials described/specified herein, satisfactorily completed and accepted.

Pay Item No. A-3 BASKETBALL COURTS - per Lump Sum (LS)

PARK FURNITURE

SPECIFICATION: A-4, A-5, A-6

PARK FURNITURE

SPECIFICATION: A-4, A-5, A-6

PARK FURNITURE

A-4, A-5, A-6

The work specified under this Section shall consist of the furnishing and installation of Park Furniture in conformity with the lines, grades and elevations shown on the Plans and as directed by the Engineer.

The work specified under this Section shall consist of all labor, equipment, services and materials necessary to install the Park Furniture. All necessary mounting hardware (stainless steel) shall be included in the applicable pay items.

Furniture types and descriptions:

Bench:

DuMor 472-60HS-2AR or Equal, Textured Rust slats, Argento armrests and base

Trash Can:

DuMor 474-32VS-BT or Equal, Textured Rust slats, Argento trim and rain top

Bike Rack:

DuMor Bike Rack 292-00/S-2 or Equal, Brown color

The work specified under this Section shall be paid per Each (EA) for PARK FURNITURE (type specified), including all work and materials described/specified herein, satisfactorily completed and accepted.

Pay Item No. A-4 PARK FURNITURE, BENCH (Type Specified) - per Each (EA) Pay Item No. A-5 PARK FURNITURE, TRASH CAN (Type Specified) - per Each (EA) Pay Item No. A-6 PARK FURNITURE, BIKE RACK (Type Specified) - per Each (EA)

IRRIGATION

SPECIFICATION: A-7

IRRIGATION

SPECIFICATION: A-7

A-7

PART 1 - GENERAL

1.1. CONTRACT PROVISIONS

A. The Contractor shall furnish all materials, supplies, tools, labor, transportation, and equipment required to complete the work of installing the irrigation system.

B. All materials, installation methods, and design criteria the Contractor provides shall strictly follow the current “Uniform Plumbing Code,” “Uniform Mechanical Code,” state statutes and prevailing County and/or municipal ordinances.

C. The Contractor shall not willfully install the irrigation system as specified in the Contract documents when it is obvious in the field that there are obstructions, grade differences and/ or discrepancies in area dimensions or specifications that are not accounted for on the Plans.

The Contractor shall not proceed until such conditions are brought to the attention of the Engineer.

D. Any and all substitutions, changes, additions or deletions to the Contract Documents shall be expressly approved by the Engineer.

Overhead, underground and surface utilities, structures and vegetation are in the work area and must be protected against damage during the progress of the work. The Contractor shall be held responsible and liable for any damages resulting from his negligence.

The Contractor shall be responsible and liable for the protection and safety against injury of property and persons on or about the project site during the term of his work. The Contractor shall provide and properly maintain necessary warning signs, lights, barricades, railings, and other safeguards. The Contractor shall conform with the current “Occupational Safety and Compensation, vehicle and occupational liability insurance.

The Contractor shall visit the project site to examine such conditions as soils, vegetation, utilities, structures, water supply, etc., as they will influence the work pursuant to bid submission and/or contract execution.

E. It shall be the responsibility of the Contractor to determine and acquire any and all permits and licenses required relevant to the irrigation contract. The Owner will reimburse the permit fees. The Contractor shall arrange inspections required by local ordinances during construction as required. On completion of the work, satisfactory evidence shall be furnished to the Engineer to show that all work has been installed per the ordinances and code requirements.

F. The Contractor shall include in his bid all costs (excluding deposits) for utility connections unless otherwise specifically stated in the bid proposal and Contract Documents. The Owner will reimburse the utility connection fees.

G. The irrigation shall be adjusted not to spray buildings, sidewalks, courts and pavements or as directed by the Engineer.

IRRIGATION

SPECIFICATION: A-7

1.2. RELATED DOCUMENTS

A. All Contract provisions, including General and Special Provisions and Irrigation Drawings, apply to work specified in this Section.

1.3. SUBMITTALS

A. Submit to the Engineer samples, manufacturers’ technical data, and installation instructions for all components of the underground sprinkler system if different from the materials specified on the Drawings.

B. Submit to the Engineer shop drawings for the irrigation system.

C. Before Final Acceptance, the Contractor shall furnish the Engineer with record drawings of

“as-built” conditions. All change orders and field changes shall be shown. All remote control and isolation valves shall be dimensioned from two permanent reference points. Record drawings shall include the following:

1. Location of water supply (water meter or effluent).

2. Tie-in and Contractor furnished electrical service and disconnects.

3. Location of gate and zone valve controller and other control equipment.

4. Routing and sizing of all sprinkler pipes.

5. Location and type of all sprinkler heads.

6. Routing of zone control valve electrical wiring.

D. The Contractor shall provide as part of this contract the following tools:

1. Two (2) sets of special tools required for adjusting, cleaning or disassembling each type of sprinkler and valve supplied on this project.

2. Two (2) sets of keys for each controller.

3. Two (2) quick coupler keys with matching hose swivels.

4. Two (2) valve keys to operate the isolation valves.

E. Two operation/ service manuals covering all major equipment used on this project shall be furnished to the Engineer for approval. Manuals shall include the following information:

1. Catalog sheets and exploded views of equipment, including part numbers.

2. Operation and maintenance instructions for all equipment.

3. Listing of major equipment with names, addresses, and phone numbers of local manufacturer’s representatives.

1.4. DEFINITIONS AND ABBREVIATIONS

A. The definitions and abbreviations below shall be considered a part of these specifications and apply to the interpretation and execution thereof.

1. Engineer: shall refer to Pinellas County representative.

2. Contractor: shall refer to the Contractor providing construction of this proposed facility and irrigation system.

IRRIGATION

SPECIFICATION: A-7

4. Project: As referenced herein, the project shall be that tract of real property where the irrigation system will be installed.

5. PSI: Static water pressure shall be given as pounds per square inch, abbreviated PSI, where one (1) PSI shall equal 2.31 feet of head.

6. GPM: Volume of water shall be given as gallons per minute, abbreviated GPM.

7. Zone: A zone shall be defined as a group of heads operating simultaneously downstream under a common control valve. A zone shall be derived as further described based on available water pressure, volume, and physical location/ orientation.

8. PVC shall denote the abbreviation for polyvinyl chloride material used in the manufacture of pipe and fittings as further specified after this.

9. Contract Documents: For the purposes of bid submission, contract agreement, and execution of the work, the contract documents shall be binding upon all parties and shall include but not be limited to applicable plans, details, schedules, specifications and bidder instructions.

10. Equivalency: Relevant to manufacturer product lines specified herein, equivalents shall be of like type, manufacture, design, materials, operation and performance.

The Engineer shall approve them.

11. The Plans: Irrigation Design and/or specifications provided by the Engineer.

12. POC: Water source(s) for this irrigation system shall be referred to as the point of connection, abbreviated POC.

13. ASTM: Abbreviation for the American Society for Testing Materials.

14. AWWA: Abbreviation for the American Water Works Association.

PART 2 - PRODUCTS

2.1. MATERIALS

A. All major equipment has been specified and listed on the drawings. Materials not named shall be subject to approval or rejection by the Engineer. All material shall be of new stock and the best grade. It shall be as specified unless otherwise specifically approved by the Engineer. In all cases, workmanship and material shall conform to or exceed the requirements and codes of the municipalities having jurisdiction over the project.

B. The Contractor shall use Rainbird products unless otherwise shown in the plans or approved by the Engineer.

2.2. PVC PIPE

A. General: Plastic pipe shall be rigid, high impact, Type I, unplasticized polyvinyl chloride extruded from virgin parent material. Mainline piping shall be SCH 40 PVC, and lateral

IRRIGATION

SPECIFICATION: A-7

10/13/2023 line piping shall be class 200 PVC unless otherwise required by the local governing code.

The pipe shall be homogeneous throughout and free from visible cracks, holes, foreign materials, blisters, deleterious wrinkles or dents. All plastic pipes shall be continuously and permanently marked with the following:

1. Manufacturer’s name

2. Nominal pipe size

3. Pressure rating

4. NSF approval

5. Schedule or class

6. Date of extrusion

2…