Attachment 1 - Fillmore Covered Parking Specifications.pdf

FEB 2021 INDEX OF SPECIFICATIONS

FILLMORE COVERED PARKING INDEX-1

INDEX OF SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

01009 GENERAL REQUIREMENTS

012973 SCHEDULE OF VALUES

01458 TESTING LABORATORY SERVICES

DIVISION 2 - SITE WORK

02300 EARTHWORK

024119 SELECTIVE DEMOLITION

DIVISION 3 – CONCRETE

03300 CAST IN PLACE CONCRETE

DIVISION 5 – STEEL BUILDINGS

056000 STEEL BUILDINGS

DIVISION 26 – ELECTRICAL

260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

262416 PANELBOARDS

265619 LED EXTERIOR LIGHTING

DIVISION 32 – ASPHALT

321216 ASPHALT PAVING

2/3/21 GENERAL REQUIREMENTS

FILLMORE COVERD PARKING 01009-1

SECTION 01009

GENERAL INFORMATION AND REQUIREMENTS

PART 1: GENERAL

1.1 SUMMARY

A. Description of Work: Furnishing labor, equipment, supplies, and materials, to construct a 80’ X

30’ covered parking structure. Provide electrical service with lighting and outlets to the structure.

B. Location: Work under this Contract is in Fillmore, Millard County Utah. The work site is at the

Fillmore Filed Office, Fillmore, Utah.

1.2 REFERENCES

A. Referenced Specifications/Standards with Abbreviations and/or Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented.

B. Referenced Codes with Abbreviations and Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented.

1.3 DEFINITIONS

A. Approvals: Approval of the submittals is an indication that the Contractor's submittals have been reviewed and that there are no objections, except as noted. Approval of deviations shall apply only to those deviations or omissions from the requirements of the drawings and specifications brought to the Contracting Officer's attention in writing. After approval of an item, submit a substitute for approval when the approved item cannot be purchased or delivered in time to avoid delay in completion of the project.

1.4 SUBMITTALS

A. Scope: Submittals include design computations, shop drawings, manufacturers' literature, as-built drawings, samples, and maintenance manuals.

B. Requirements: Refer to specifications for submittals required. Allow at least 5 working days for review. Submittals shall be delivered to the Contracting Officer.

C. Identification of Submittals: Completely identify each submittal by showing at least the following information:

1. Name and address of submitter, plus name and telephone number of the individual to contact for further information.

2. Name of project as it appears in these specifications.

3. Contract number, drawing number, and specification section number to which the submittal applies.

4. Whether this is an original submittal or resubmittal.

FILLMORE COVERD PARKING 01009-2

5. Each item shall clearly note the manufacturer's name and address, trade name, product, lot, style, color, catalog designation or model number, and locations of use.

1.6 QUALITY ASSURANCE

A. Codes and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual sections of these specifications. This Contract incorporates materials, applications, and tests by reference, with the same force and effect as when they were given in full text.

B. Conflict: Where a conflict occurs between reference documents and project specifications, the project specifications shall govern.

C. Measurements: Where approved manufacturer's diagrams and shop drawings give specific measurements or rough-in dimensions for equipment, these dimensions shall take precedence over dimensions indicated on the drawings.

D. Equipment: Prior to ordering equipment, verify dimensions and functions of equipment proposed for use including the electrical service requirements. Be certain the equipment is compatible with the structural and architectural features of the work, avoids conflicts with equipment of other crafts, and that it will fit in the space provided.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Delivery: Protect products incorporated into the work from damage while in transit to the site.

Products must be delivered in original unopened containers with manufacturer's name, brand designation, and contents legibly indicated.

B. Storage: Provide temporary storage facilities for products. Storage shall comply with the manufacturer's instructions. The storage area shall permit access for inspection and handling.

C. Handling: Load and unload products protecting them from damage.

1.8 PROJECT/SITE CONDITIONS

A. Access to the site is via state highways.

1.9 SEQUENCING AND SCHEDULING

A. Work Schedule: The schedule shall be submitted at the pre-work conference. When requested, submit an updated schedule within 3 calendar days. As a minimum, the estimated start and completion dates shall be shown in the estimate.

FILLMORE COVERD PARKING 01009-3

PART 2: PRODUCTS

(There are no applicable requirements.)

PART 3: EXECUTION

3.1 PROJECT MEETINGS

A. Pre-Work Conference:

1. Will be held prior to the start of work. The Contractor will be notified in advance of meeting time, date and place. The purpose will be to review required work, project drawings and specifications, construction schedules, payroll and payments, and administrative provisions of the Contract.

2. The Contractor, subcontractors and the persons responsible for coordination of the work shall be present at the meeting.

3. Be prepared to summarize and explain procedures planned for the project.

B. Progress Meetings:

1. To be held at the project site, or as determined by the Contracting Officer.

2. May be called by either the Contracting Officer or the Contractor. Request shall state who should attend and include an agenda.

C. Final Inspection:

1. To be held at the project site, or as determined by the Contracting Officer.

2. Notify the Contracting Officer in writing at least 3 working days before the completion date so the Government can schedule final inspection.

3. The superintendent shall be present during this inspection.

3.2 PREPARATION

A. Work Layout: As shown on the drawings.

3.3 PROJECT MONUMENT

A. Requirements: None.

3.4 SALVAGEABLE ITEMS

A. Requirements: None

3.5 DISPOSAL OF DEBRIS

A. Requirements: Demolition material shall become the property of the Contractor. Disposal of materials in a legal manner and payment of fees required is the Contractor's responsibility.

3.6 PROJECT IDENTIFICATION

A. Requirements: None.

FILLMORE COVERD PARKING 01009-4

3.7 AS-BUILT DRAWINGS

A. General Requirements: A complete set of full-sized prints, furnished by the Contracting Officer for this purpose only, shall be kept at the site. As the job progresses, continuously maintain as-built drawings of the work. The changes shall be noted legibly in red pencil or red ink. These drawings shall be submitted to the Contracting Officer prior to final inspection.

B. Installation Changes: Records shall be maintained of actual installations where at variance with the work shown, where changed, or where not otherwise located by dimension, elevation or other reference on the Contract drawings. Actual locations and elevations of equipment and components (such as pipe, conduits and ducts) occurring within concealed areas shall be recorded by actual dimensions referenced from readily accessible and permanent structures or monuments.

3.8 WARRANTY

A. Requirements: Materials and equipment furnished under this Contract shall be covered by the most favorable commercial warranties given to customers for such materials or equipment. The rights or remedies provided herein are in addition to and do not limit rights afforded to the

Government by other clauses of this Contract. With respect to warranties, expressed or implied, from manufacturers or suppliers for materials or equipment furnished under the Contract the

Contractor shall:

1. Obtain warranties that would be given in normal commercial practices.

2. Require warranties to be executed, in writing, for the benefit of the Government.

3. Submit warranties to the Contracting Officer prior to the final inspection.

END OF SECTION

FEBRUARY 2021 SCHEDULE OF VALUES

FILLMORE COVERD PARKING 012973-1

SECTION 012973 – SCHEDULE OF VALUES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements to prepare schedule of values.

1.2 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. Cost-loaded CPM Schedule may serve to satisfy requirements for the Schedule of Values.

1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including Application for Payment forms with Continuation Sheets Submittals Schedule and Contractor's Construction Schedule.

2. Submit the Schedule of Values to Contracting Officer at earliest possible date but no later than ten (10) calendar days after the Notice to Proceed.

B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one-line item for each Specification Section.

1. Identification: Include the following Project identification on the Schedule of Values:

a. Project name and location.

b. Name of Contracting Officer.

c. Contractor's name and address.

d. Date of submittal.

2. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. Include separate line items under required principal subcontracts for operation and maintenance manuals, punch list activities, Project Record Documents, and demonstration and training in the amount of 5 percent of the Contract Sum.

3. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

4. Provide a separate line item in the Schedule of Values for each part of the Work where

Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.

5. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

6. Each item in the Schedule of Values and Applications for Payment shall be complete.

Include total cost and proportionate share of general overhead and profit for each item.

FILLMORE COVERD PARKING 012973-2

a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option.

7. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Modifications or Construction Change Directives result in a change in the Contract Sum.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

BID SCHEDULE

BASIS FOR AWARD:

Bids will be received on the Schedule below. No bid will be considered for only a part of the schedule.

Award will be made based on the unit price quoted.

Item No.

Description

Estimated Quantity

Unit

Total Amount

1.

Division 1 - Mobilization and Construction Management

Lump Sum

2.

Division 2 - Site Work, Demolition

Lump Sum

3. Division 3 - Concrete 1 Lump Sum

4. Division 13 – Steel Building 1 Lump

Sum

5. Division 26 – Electrical 1 Lump Sum

6.

Division 32 – Landscaping

Lump Sum

Total:

FILLMORE COVERD PARKING 012973-3

END OF SECTION 012973

02/3/21 TESTING LABORATORY SERVICES

FILLMORE COVERD PARKING 01458-1

SECTION 01458

TESTING LABORATORY SERVICES

1.1 SUMMARY

A. Section Includes: Requirements for the Contractor to engage a qualified, independent testing laboratory to conduct specific tests where the Contractor is required to do so in this contract.

1.2 SUBMITTALS

A. Test Reports: The Contractor shall provide 1 copy of test reports to the Contracting Officer’s Representative. Reports shall include testing facility name, address, telephone number, and names of full-time responsible officers.

1.3 QUALITY ASSURANCE

A. Approval of Laboratory: The qualified, independent testing laboratory, which will be conducting the specific tests required in this contract, must have authority, or be licensed to operate in the State in which the project is located. The testing laboratory shall be approved by the Contracting Officer prior to the Contractor beginning work.

B. Responsibilities of Laboratory:

1. Test samples of mixes submitted by the Contractor.

2. Provide qualified personnel at project site. Cooperate with the Contracting Officer and

Contractor in performance of services.

3. Perform specified sampling and testing of products and materials in accordance with specified standards.

4. Ascertain compliance of materials and mixes with requirements of specifications.

5. Promptly notify the Contracting Officer and Contractor of observed irregularities or non-conformance of work, products, or materials.

6. Perform additional tests required by the Contracting Officer.

C. Limitations on Laboratory:

1. Laboratory may not release, revoke, alter, or enlarge on requirements of specifications.

2. Laboratory may not approve or accept partial portions of the work.

3. Laboratory may not assume duties of the Contractor unless approved in writing by the

Contracting Officer.

1.4 SEQUENCING AND SCHEDULING

A. Establishing Testing Schedule:

1. By advance discussion with the testing laboratory, determine the time required for the laboratory to perform its test and to issue its findings.

2. Provide required time within the construction schedule.

B. Revising Testing Schedule: When construction schedule changes are necessary during construction, coordinate such changes with the testing laboratory as required.

FILLMORE COVERD PARKING 01458-2

PART 2: PRODUCTS

A. Reports: Shall include:

1. Date issued.

2. Project title and number.

3. Name of inspector.

4. Date and time of sampling or inspection.

5. Identification of product and specification sections.

6. Location in the Project.

7. Type of inspection or test.

8. Date of test.

9. Results of tests.

10. Conformance with Contract Documents.

B. Interpretation: When requested by the Contracting Officer, provide interpretation of test results.

3.1 FIELD QUALITY CONTROL

A. Contractor Requirements: See individual specifications "Field Quality Control" paragraph for specific testing requirements. When applicable, the Contractor shall:

1. Deliver to agency or laboratory at designated location, adequate samples of materials proposed to be used which require testing, along with proposed mix designs.

2. Cooperate with laboratory personnel, and provide access to the Work.

3. Provide incidental labor and facilities:

a. To obtain, handle, and label or identify samples at the site or at source of products and materials to be tested.

b. To facilitate tests.

c. To provide storage and curing of test samples.

4. Ensure samples are taken by qualified testing personnel.

5. Coordinate the laboratory test frequency and timing with the Contracting Officer.

6. Ensure tests are completed according to the testing schedule.

7. Furnish test reports within 3 working days after tests have been completed.

B. Building Field Testing:

Item Location Reference Frequency Remarks

Concrete structural ASTM C 31 1 set/30 1 set= cubic yards 3 cylinders or day

Concrete structural ASTM C 143 1/truck slump

Concrete structural ASTM C 231 1/truck air content

FILLMORE COVERD PARKING 01458-3

C. Building Laboratory Testing:

Item Location Reference Frequency Remarks

Concrete cylinder ASTM C 39 1/set cylinder compressive strength

4.1 METHOD OF MEASUREMENT

A. Units: The work described in this section will not be measured for payment.

4.2 BASIS OF PAYMENT

A. Payment: No direct payment for the work described under this section will be made.

Consideration for this item shall be included in the bid price for other items of the Contract.

02/21 EARTHWORK

FILLMORE COVERD PARKING 02300-1

SECTION 02300

EARTHWORK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Excavating for columns in preparation for the concrete pillars needed for the Pre-engineered metal structure .

1.2 DEFINITIONS

A. Excavation: Removal of material encountered above subgrade elevations and to lines and dimensions indicated.

B. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface.

C. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or backfill immediately below subbase, crushed aggregate, or topsoil materials.

1.3 QUALITY ASSURANCE

A. Density testing will be the responsibility of the Contractor at the Contractor’s expense.

Contractor shall coordinate testing with an independent testing agency. Results shall be sent directly to the Contracting Officer’s Representative. Correct deficiencies before placing additional backfill. Deficient areas shall be retested and paid for by the Contractor

1.4 CLASSIFICATION

A. All excavation will be considered unclassified regardless of the nature of material encountered.

PART 2 - PRODUCTS

2.1 SOIL MATERIALS

A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available.

02/21 EARTHWORK

FILLMORE COVERD PARKING 02300-2

B. Satisfactory Soils: AASHTO M 145 Soil Classification Groups A-1, A-2-4, A-2-5, and A-3, or a combination of these groups; free of rock or gravel larger than 3 inches in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter.

C. Unsatisfactory Soils:

1. Existing on-site soils are unsatisfactory for fill material.

2. Soil Classification Groups A-2-6, A-2-7, A-4, A-5, A-6, and A-7 according to

AASHTO M 145, or a combination of these groups

3. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction.

D. Aggregate Base Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940 meeting the following gradation requirements. Delete warning tapes in this Article if not required. Use may be mandatory for underground hazardous utilities.

PART 3 - EXECUTION

3.1 PREPARATION

A. Provide required bracing, shoring, sheeting, pumping, and cofferdams.

B. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations.

3.2 EXCAVATION FOR STRUCTURES

A. Excavate to indicated elevations and dimensions within a tolerance of plus or minus 1 inch. If applicable, extend excavations a sufficient distance from structures for placing and removing concrete formwork, for installing services and other construction, and for inspections.

1. Excavations for Footings and Foundations: Do not disturb bottom of excavation.

Excavate by hand to final grade just before placing concrete reinforcement. Trim bottoms to required lines and grades to leave solid base to receive other work.

3.3 STORAGE OF SOIL MATERIALS

A. Do not place backfill against concrete until concrete has cured sufficiently to accept the load.

B. Place backfill maintaining symmetrical backfill loading. Compact each layer by hand tampers or other suitable equipment.

02/21 EARTHWORK

FILLMORE COVERD PARKING 02300-3

3.4 COMPACTION

A. Place fill soil materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand-operated tampers.

B. Place backfill and fill soil materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure.

C. Compact soil materials to not less than the following percentages of maximum dry unit weight according to ASTM D 698:

1. Structural Fill: compact each layer of fill material to 95 percent max dry density.

3.5 FIELD QUALITY CONTROL

A. Testing Agency: Contractor will engage a qualified independent geotechnical engineering testing agency to perform field quality-control testing.

B. ASTM D698 shall be used to determine maximum density and ASTM D1556 or ASTM D2922 shall be used to determine in-place density.

C. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with subsequent earthwork only after test results for previously completed work comply with requirements.

D. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil to depth required; compact and retest until specified compaction is obtained

3.6 PROTECTION

A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris.

B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions.

C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing.

1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to greatest extent possible.

02/21 EARTHWORK

FILLMORE COVERD PARKING 02300-4

3.7 DISPOSAL OF SURPLUS AND WASTE MATERIALS

A. Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Government property.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT:

A. Units: The work described in this section will not be measured for payment.

4.2 BASIS OF PAYMENT:

A. Payment: No direct payment for the work described under this section will be made.

Consideration for this item shall be included in the bid price for other items of the Contract.

END OF SECTION 02300

02/21 CAST-IN-PLACE CONCRETE

FILLMORE COVERD PARKING 03300-1

SECTION 03300

CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes.

1.2 SUBMITTALS

A. As specified in Section 01330.

B. Steel Reinforcement Drawings: Placing drawings that detail fabrication, bending, and placement.

1.3 QUALITY ASSURANCE

A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94 requirements for production facilities and equipment.

1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete

Production Facilities."

B. Testing Agency Qualifications: An independent agency qualified according to ASTM C 1077 and ASTM E 329 for testing indicated.

C. ACI Publications: Comply with the following unless modified by requirements in the Contract

Documents:

1. ACI 301, "Specifications for Structural Concrete.".

2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."

D. Concrete Testing Service: The Contractor is responsible for all concrete testing, including testing identified as being the responsibility of the "Owner”. Engage a qualified independent testing agency to perform material evaluation tests and to design concrete mixtures.

02/21 CAST-IN-PLACE CONCRETE

FILLMORE COVERD PARKING 03300-2

PART 2 - PRODUCTS

2.1 FORM-FACING MATERIALS

A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

B. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material.

Provide lumber dressed on at least two edges and one side for tight fit.

2.2 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A 615, Grade 60, deformed unless otherwise shown (field bent bars-

Grade 40).

B. Plain-Steel Welded Wire Reinforcement: ASTM A 185 plain, fabricated from as-drawn steel wire into flat sheets.

C. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice.

2.3 CONCRETE

A. Cementitious Material Content: Cementitious material may be a blend of portland cement and fly ash. Minimum cementitious material content, 658 pounds per cubic yard.

1. Portland Cement: ASTM C150-94b, Type II.

2. Fly Ash: ASTM C618-95, Class F. Fly ash not to exceed 15 percent of total cementitious material content by weight.

B. Quality of Concrete: Furnish concrete under Option C, ASTM C94-03A, whereby the manufacturer assumes full responsibility for the selection of the proportions for the concrete mixture with the minimum allowable cement content specified.

C. Maximum Water - Cementitious Material Ratio: 0.50.

D. Strength: 28-day compressive strength shall be 4,000 psi.

E. Maximum Concrete Temperature: The temperature of concrete at time of delivery shall not exceed 80 degrees Fahrenheit.

F. Aggregates: ASTM C 33.

G. Water: ASTM C 94 and potable.

H. Chloride Ion Content: Chlorides are not permitted.

I. Other admixtures complying with ASTM C494 or ASTM C618 may be used with approval of

Contracting Officer.

02/21 CAST-IN-PLACE CONCRETE

FILLMORE COVERD PARKING 03300-3

2.4 CURING MATERIALS

A. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry.

B. Water: Potable.

C. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating.

2.5 DOWEL CAPS

A. Plastic or steel. Caps shall correspond in size to the diameter of the associated steel reinforcement.

2.6 FABRICATING REINFORCEMENT

A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."

2.7 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94, and furnish batch ticket information.

PART 3 - EXECUTION

3.1 FORMWORK

A. Metal or uniform warp-free lumber, coated with form release agent. Grade forms to give slabs positive drainage and stake securely. Obtain approval of alignment and grade before placing concrete

B. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads.

C. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117.

D. Chamfer exterior corners and edges of permanently exposed concrete.

3.2 EMBEDDED ITEMS

A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. Give all trades whose work is related to the concrete opportunity to install embedded items before concrete is placed

02/21 CAST-IN-PLACE CONCRETE

FILLMORE COVERD PARKING 03300-4

B. Reinforcement: Welding and field bending of reinforcement will not be permitted unless indicated otherwise.

C. Load Transfer Dowels: Where shown, load transfer dowels shall consist of plain bars with one half coated with an approved antibond coating. The end of the coated half shall be capped with a dowel cap. There shall be a 1-inch clear gap between end of steel reinforcement and closed end of dowel cap. No other reinforcement or metal shall extend continuously through the joint.

3.3 STEEL REINFORCEMENT

A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement.

B. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. Notify Contracting

Officer at least 24 hours in advance of any concrete placement. Do not place concrete until

Contracting Officer has accepted pre-placement activities.

C. Keep a spare vibrator, of the appropriate size, on the job site during all concrete placing operations.

D. Place concrete on moistened subgrade monolithically between construction joints. Deposit to full depth in one operation. Consolidate immediately. After depositing concrete, screed and darby or bullfloat.

1. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.

E. Cold-Weather Placement: Comply with ACI 306.1.

F. Hot-Weather Placement: Comply with ACI 301.

3.4 FINISHING FORMED SURFACES

A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed-surface irregularities.

1. Apply to concrete surfaces not exposed to public view.

B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed-surface irregularities.

1. Apply to concrete surfaces exposed to public view.

02/21 CAST-IN-PLACE CONCRETE

FILLMORE COVERD PARKING 03300-5

3.5 CONCRETE PROTECTING AND CURING

A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 301 for hot-weather protection during curing.

B. Cure concrete according to ACI 308.1, by one or a combination of the following methods:

1. Moisture Curing: Keep surfaces continuously moist for not less than seven days.

2. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period.

3.6 SEALING

A. Shall be sealed in accordance with the manufacturer's recommendations.

3.7 CONCRETE SURFACE REPAIRS

A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval.

3.8 FIELD QUALITY CONTROL

A. Testing and Inspecting: Contractor will engage a qualified testing and inspecting agency to perform field tests and inspections and prepare test reports.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT:

A. Units: The work described in this section will be measured and paid for by the Lump Sum.

4.2 BASIS OF PAYMENT:

A. Payment: Payment will be made at the Contract Lump Sum price.

02/21 STEEL BUILDINGS

FILLMORE COVERD PARKING 05600-1

SECTION 05600

STEEL BUILDINGS

1.1 SUMMARY:

A. Section Includes: Furnishing and installing a 30-foot by 80-foot pre-engineered steel 3-sided covered parking structure, with seamless rain gutters on the east and west sides of the structure.

1.2 REFERENCES:

A. Uniform Building Code

B. American Institute of Steel Construction

C. American Iron and Steel Institute

D. Metal Building Manufacturers Association Design Practices Manual

E. American Society for Testing and Materials (ASTM)

1. ASTM A36/A36M – Structural Steel.

2. ASTM A53 – Hot Dipped, Zinc-coated Welded and Seamless Steel Pipe.

3. ASTM A307 – Carbon Steel Externally threaded Standard Fasteners.

4. ASTM A325 – High Strength bolts for Structural Steel Joints.

5. ASTM A500 – Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in rounded shapes.

6. ASTM A529/A529M – Structural Steel with 42 ksi (290 Mpa) Minimum Yield Point (1/2 in. 12.7 mm maximum thickness).

7. ASTM A572/A572M – High-Strength Low-Alloy Columbian-Vanadium Steels of Structural Quality.

F. American Welding Society (AWS)

G. International Building Code 2006 (IBC06)

1.3 SUBMITTALS:

A. General: Submittals shall be according to Section 01009 – General Information and

Requirements.

B. Manufacturer's Literature: Submit 3 copies of manufacturer's descriptive data for the steel building to be used on this project. Contractor shall submit 3 copies of reaction forces, including uplift, generated from building design stamped by a Licensed Engineer in the State of Utah.

C. Foundation Design Drawings: Submit 3 copies of foundation drawings of steel building and an anchor bolt layout to be used on this project.

02/21 STEEL BUILDINGS

FILLMORE COVERD PARKING 05600-2

1.4 QUALITY ASSURANCE:

1. Fabricator Qualifications: A qualified fabricator that participates in the AISC Quality Certification Program and is designated an AISC Certified Plant, Category BU or is accredited by the IAS Fabricator Inspection Program for Structural Steel (Acceptance Criteria 172)

2. Installer Qualifications: A qualified installer who participates in the AISC Quality Certification Program and is designated an AISC-Certified Erector, Category ACSE.

3. Welding Qualifications: Quality procedures and personnel in accordance with AWS D1.1/D1.1M

4. Water leaks in any part of the roof structure.

5. Damaged roof and wall panels.

Note- It is acceptable to remove the requirement for the AISC Certified installer qualifications and replace with a third-party inspection.

1.5 DELIVERY, STORAGE, AND HANDLING:

A. Delivery: All materials shall be tightly bundled and protected during shipping to prevent damage.

Loading, unloading and erection of building shall be in a manner and form which will not cause excessive stresses in the members, joints, or damage to finishes.

B. Storage: At the site, protect all building materials from the weather. The storage spaces shall be in dry and accessible locations. All materials shall be protected from damage.

PART 2: PRODUCTS

2.1 MATERIALS:

A. Standard Design Loads shall be as follows:

Dead Load 2.5 psf Roof Live Load 20 psf Roof Snow Load 30 psf Wind Load 105 MPH Seismic Per IBC 18

B. Primary Framing: Shall be either tapered or constant depth “I” beam sections fabricated by automatic, or hand welding. Frames shall be spaced nominal per need. Roof slope shall be 1 inch in 12 inches. Rigid frames shall be bolted together where required with A-325 or l-490 bolts.

1. Post and Beam End Frames: Shall be fabricated of either cold formed sections 8" deep or built-up sections. End post spacing shall be to the manufactures specification.

2. Anchorage: Building shall be anchored to concrete foundations at the base of frame columns with anchor bolts cast in place. Column base reactions shall be indicated in the structural calculations.

C. Primary and secondary framing paint: All frames, purlins and girts shall receive one shop coat of rust inhibitive primer after being thoroughly cleaned of loose mill and scale rust or other

02/21 STEEL BUILDINGS

FILLMORE COVERD PARKING 05600-3

materials deleterious to paint bonding.

D. Primary and secondary framing material specifications:

1. Plates and bars used in fabricating automatically continuous welded beams and columns:

Materials shall conform to the chemistry requirements of ASTM A-36 modified Minimum YP 50 ksi.

2. Structural pipes: Materials shall conform to the chemistry requirements of ASTM-36 minimum.

3. Cold formed steel: Steel used to form purlins and girts shall be hot rolled steel. Materials all conform to the chemistry requirements of ASTM A607 Grade 50 or ASTM A570.

E. Roof and Wall Covering:

1. Roof and wall covering shall be “PBR” panels formed from galvanized steel of minimum 26 U.S. gauge with not less than 1.250 oz per sq. ft. of zinc coating as manufactured by CO Building Systems or equal.

2. Material shall conform to the chemistry requirements of ASTM A446.

3. Roof and wall panels shall be fastened to framing members with #12 hex head mechanical zinc plated self taping self drilling screws.

4. Factory coated silicon modified polyester colored roof and wall sheets. Contractor shall provide submittals on available colors.

5. High ribs for the panel shall be spaced 12 inches on center. These ribs for the “PBR” panels shall be 1-1/4 inches in depth. Two secondary ribs shall be located between the major ribs. Roof and wall panels shall be made to overlap one rib. The panels shall provide a net coverage of 3’-0”. The panels shall be continuous from base to eave except where length becomes prohibitive.

F. Gutter, trim and down spouts: Eave gutters shall be of 26 U.S. gage galvanized steel. All gutter splices shall be riveted and caulked to provide leak-proof joints. Gable, corner and eave shall be of 26 U. S. gage steel.

G. Sealants:

1. Closure Strips shall be constructed of semi rigid polyethylene foam and shall match the standard building panels.

2. Tape sealant: Ribbon mastic 3/32" x 3/8" shall be provided for side and end laps of panels.

H. Bolts and Screws:

1. Bolts and screws required will be +5% over what is required.

2.2 FABRICATION:

A. Requirements: Fabrication shall be according to the manufacturers recommendations.

02/21 STEEL BUILDINGS

FILLMORE COVERD PARKING 05600-4

3.1 EXAMINATION:

A. Verification of Conditions: Prior to erecting building, verify that bearing surfaces are completed as required and correctly spaced and aligned anchor bolts.

B. Inspection: Do not erect any building component until the Contracting Officer’s Representative has inspected materials for faulty fabrication, including surface defects. Any building component found unacceptable shall be repaired as instructed or replaced in entirety at the Contractor's expense.

3.2 INSTALLATION:

A. Requirements: Installation shall be according to manufacturers recommendations.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT:

A. Units: The work described in this section will be measured and paid for by the Lump Sum.

4.2 BASIS OF PAYMENT:

A. Payment: Payment will be made at the Contract Lump Sum price.

FEBRUARY 2021 SELECTIVE DEMOLITION

FILLMORE COVERD PARKING 0241191

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of building or structure.

2. Demolition and removal of selected site elements.

3. Salvage of existing items to be reused or recycled.

1.3 DEFINITIONS

A. Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged or reinstalled.

B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage.

C. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage, prepare for reuse, and reinstall where indicated.

D. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled.

E. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle methods and equipment to prevent damage to the item and surfaces; disposing of items unless indicated to be salvaged or reinstalled.

1.4 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

FILLMORE COVERD PARKING 0241192

1.5 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at Fillmore Field Office 95 E 500 N Fillmore, UT

1. Inspect and discuss condition of construction to be selectively demolished.

2. Review structural load limitations of existing structure.

3. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays.

4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations.

5. Review areas where existing construction is to remain and requires protection.

1.6 CLOSEOUT SUBMITTALS

A. Inventory: Submit a list of items that have been removed and salvaged.

1.7 QUALITY ASSURANCE

A. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification program.

1.8 FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

B. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

C. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. Hazardous materials will be removed by Owner before start of the Work.

2. If suspected hazardous materials are encountered, do not disturb; immediately notify

Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

D. Hazardous Materials: Present in buildings and structures to be selectively demolished. A report on the presence of hazardous materials is on file for review and use. Examine report to become aware of locations where hazardous materials are present.

1. Hazardous material remediation is specified elsewhere in the Contract Documents.

2. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents.

FILLMORE COVERD PARKING 0241193

3. Owner will provide material safety data sheets for suspected hazardous materials that are known to be present in buildings and structures to be selectively demolished because of building operations or processes performed there.

E. Historic Areas: Demolition and hauling equipment and other materials shall be of sizes that clear surfaces within historic spaces, areas, rooms, and openings, including temporary protection, by 12 inches or more.

F. Storage or sale of removed items or materials on-site is not permitted.

G. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.

1.9 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties. Notify warrantor before proceeding. Existing warranties include the following:

B. Notify warrantor on completion of selective demolition, and obtain documentation verifying that existing system has been inspected and warranty remains in effect. Submit documentation at Project closeout.

1.10 COORDINATION

A. Arrange selective demolition schedule so as not to interfere with Owner's operations.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

FILLMORE COVERD PARKING 0241194

B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents.

3.2 PROTECTION

A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building.

2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.

3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations.

4. Cover and protect furniture, furnishings, and equipment that have not been removed.

5. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Section 015000 "Temporary Facilities and Controls."

B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

1. Strengthen or add new supports when required during progress of selective demolition.

C. Remove temporary barricades and protections where hazards no longer exist.

3.3 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level.

2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.

Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.

3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

5. Maintain fire watch during and for at least 2 hours after flame-cutting operations.

FILLMORE COVERD PARKING 0241195

6. Maintain adequate ventilation when using cutting torches.

7. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.

8. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation.

9. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

10. Dispose of demolished items and materials promptly.

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Work in Historic Areas: Selective demolition may be performed only in areas of Project that are not designated as historic. In historic spaces, areas, and rooms, or on historic surfaces, the terms "demolish" or "remove" shall mean historic "removal" or "dismantling" as specified in Section 024296 "Historic Removal and Dismantling."

3.4 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A. Concrete: Demolish in small sections. Using power-driven saw, cut concrete to a depth of at least 3/4 inch at junctures with construction to remain. Dislodge concrete from reinforcement at perimeter of areas being demolished, cut reinforcement, and then remove remainder of concrete.

Neatly trim openings to dimensions indicated.

B. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using power-driven saw, and then remove concrete between saw cuts.

C. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using power-driven saw, and then remove masonry between saw cuts.

D. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, and then break up and remove.

E. Remove demolition waste materials from Project Site.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

4. Comply with requirements specified in Section 017419 "Construction Waste

Management and Disposal."

3.5 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

FILLMORE COVERD PARKING 0241196

3.6 SELECTIVE DEMOLITION SCHEDULE

A. Remove: Asphalt in preparation for concrete building footers and for the electrical trench and conduit.

END OF SECTION 024119

FEBRUARY 2021 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

FILLMORE COVERD PARKING 2605431

SECTION 260543 - UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Metal conduits and fittings, including GRC and PVC-coated steel conduit.

2. Rigid nonmetallic duct.

3. Flexible nonmetallic duct.

4. Duct accessories.

5. Precast concrete handholes.

6. Polymer concrete handholes and boxes with polymer concrete cover.

7. Fiberglass handholes and boxes with polymer concrete cover.

8. Fiberglass handholes and boxes.

9. High-density plastic boxes.

10. Precast manholes.

11. Cast-in-place manholes.

12. Utility…