B08_A1_TOHS_SOW_gym_floor_Final_SOW_Rev__1.pdf

STATEMENT OF WORK

IE167-Tohono O’odham High School

Gym and Stage Floor Replacement and Repair HWY 86 MP 74.5, Sells AZ 85634

JULY 2024

Table of Contents

1. PROJECT

2. GENERAL

3. DEFINITIONS

4. SCOPE OF WORK

5. TASK DESCRIPTIONS:

6. CONTRACTOR DUTIES AND RESPONSIBILITIES

7. SPECIAL REQUIREMENTS

8. DESIGN/BUILD REQUIREMENTS:

9. DESIGN REVIEW MEETINGS

10. SITE PREPARATION – DEBRIS DISPOSAL

11. CONTRACTOR’S PERFORMANCE PERIOD

12. WARRANTY

13. DRAWINGS/SUBMITTALS

14. CLOSE OUT REQUIREMENTS

15. PRICING

16. OBTAIN ALL MATERIALS AND PERMITS

17. SAFETY

18. GENERAL REQUIREMENTS

19. CONTRACT ADMINISTRATION

20. CONTRACTOR FIELD QUALITY CONTROL

21. CODES, SPECIFICATIONS, AND STANDARDS

Drawing:

1. PROJECT

Tohono O’odham High School is located in unincorporated Pima County, Arizona, within the Tohono O’odham Indian Reservation, Tohono O’odham High School operates directly under the Bureau of Indian Education. This vibrant community caters to 9th – 12th grade students, focusing on academic achievement and successful living while celebrating cultural identities.

The school provides Native American youth the opportunity for a quality education and the school’s vision includes providing a safe and healthy environment disciplined by adherence to Native American cultural values and practices.

2. GENERAL

The Bureau of Indian Education (BIE) is seeking Design-Build Services to replace and repair both Gym and Stage Floors.

3. DEFINITIONS

A/E – Architectural-Engineering firm MATOC contract BIA – Bureau of Indian Affairs (BIA) BIE – Bureau of Indian Education (BIE) CI – Construction Inspection Services CO – Contracting Officer Contractor – General Construction Contractor COR - Contracting Officer’s Representative CO – Contracting Officer CS – Contract Specialist DB – Design-Build DFMC – Department of Facilities Management and Construction.

FI&R – Facilities Improvement & Repair IA – Indian Affairs NTP – Notice to Proceed PM – DFMC Project Manager QCP – Quality Control Plan

4. SCOPE OF WORK

TASKS & REQUIREMENTS:

The Contractor shall furnish all supervision, materials, equipment, and personnel necessary to manage and accomplish the work. The Contractor shall provide sufficient technical support and project management to assure the quality and accuracy of estimates, accommodate several concurrent active projects, and provide staff flexibility. Additionally, the Government will rely on the Contractor's expertise in recognizing and addressing problematic issues and successful execution.

The Government expects that work executed against this order shall exhibit superior quality, responsiveness, and customer service. The Contractor's work responsibility shall include all planning, administration, coordination, and management necessary to provide all work necessary to replace and repair both Gym and Stage floors.

The work shall be conducted by the Contractor strictly following the contract and all applicable Tribal, Federal, State, and local laws, regulations, codes, or directives as appropriate. The Contractor shall ensure that all work provided meets or exceeds critical reliability rates or tolerances specified or included in applicable documents.

5. TASK DESCRIPTIONS:

Task I Gymnasium Floor: Bio-Channel Star floor system as provided by Robbins Sports Surfaces or approved equivalent.

Gym Floor System (65 x 91):

• Removal: Begin by removing the existing gym flooring and subflooring. Only remove what’s necessary for new construction.

• Repair: Inspect the subfloor for any damage or issues. Repair or replace damaged floorboards as needed.

• Replacement: Install a new gym floor system, ensuring proper alignment and stability.

• Vapor Barrier:

o Install polyethylene with joints lapped a minimum of 6” (150mm) and turn up 4” (100mm) at the walls, coupled with an epoxy coating over the concrete.

• Subfloor:

a) Install Robbins shock-absorbing pad or approved equal per the manufacturer’s recommendations over 6 mil polyethylene.

b) Place Bio-Channel Star or approved equal subfloor assembly following manufacturer’s guidelines. Stagger end joints in adjacent rows, allowing for a ¼” (6mm) gap between panels. Panels placed on a 45-degree angle to the direction of the maple flooring. Provide 1-½” to 2" (40 to 50mm) expansion void at the perimeter and all vertical obstructions.

c) Install solid blocking at doorways, under bleachers in the stacked position, and below portable goals.

d) Install Bleacher Blocking according to the manufacturer’s recommendations.

e) Place a metal anchor channel in each factory-prepared location in the panel.

f) Anchor each anchor channel in the center pre-routed hole only unless relocation is required due to trimming at a wall or vertical obstruction.

g) Steel anchor channels shall be of double flange design to capture both side edges of subfloor anchor pocket.

h) Metal channel design shall be constructed in a fashion to prevent the over-anchorage of the flooring system. Special anchorage tools are not acceptable.

i)

• Flooring: Maple Flooring Manufacturers Association(MFMA) Wood Flooring:

Shall be MFMA-FJ maple 25/32” (20mm) thick x 2-¼” (57mm) width, 2nd&Better grade, Unfinished TGEM, KD Northern Hard Maple, Continuous Strip® XL Flooring as manufactured by Robbins and graded per MFMA-FJ rules. Flooring will have XLplus™ technology to reduce or eliminate routine spacing for expansion or approved equal.

Specifications of Maple Flooring:

a) Specie: Northern Hard Maple

b) Seasoning: Kiln Dried

c) Matching: Tongue and groove side-match and end-match.

d) Type: Finger-Jointed (FJ)

e) Pattern: Straight-lay (One directional)

f) Thickness: 25/32”

g) Width: 2 ¼” (57mm)

h) Grade: 2nd and Better

i) Expansion Option: PLUS Feature (Built-in expansion) or approved equal.

j) Factory Finished

k) Robbins EZ-XL or approved equal Factory applied Treatment to prevent side bonding from water-based finishes. Fasteners

l) Flooring 1 3/4” (44mm) barbed cleats or staples.

m) Channel anchors – 2” Powers SPIKE® anchors or approved equal.

n) Replace floor decking with ¾” deck sheeting, glued and screwed to the existing floor joists.

o) 9/16” Zero/G™ shock pad or approved equal

p) Bio-Channel Star Subfloor panels that have been factory prepared to accept anchor channel or approved equal.

q) Metal Anchor Channel anchorage shall be provided by 16-gauge (1.5mm) steel sections with subfloor anchor pockets dimensioned to allow a minimum of 1” (25mm) lateral movement.

r) Incorporate effective drainage solutions to prevent water accumulation under the gym floor. Ensure compliance with relevant industry regulations for drainage.

s) Expansion spaces will not exceed 1/64” (0.4mm) at time of installation and will be spread evenly across the floor with each row of flooring.

t) The use of power-actuated or pneumatic anchoring systems is not allowed. The floor system Shall be anchored using the drilled and painted method.

• Finishing:

a) Sanding- Sand per manufacturer’s recommendations.

b) Apply the specified combination of seal, game line paint, and finish following the manufacturer’s instructions.

c) Game lines painted between seal coats and finish coats. Layout in accordance with drawings, using current rules of association having jurisdiction. Lines shall be straight with sharp edges in colors selected by the COR.

d) Apply new game lines: Main basketball; with a 3' border around the perimeter and the entire game line for the court to be red.

e) There will be natural lettering on both end lines " EAGLES " and on the sideline closest to the bleachers will say " TOHONO O'ODHAM "

f) Then install the new logo in the center jump circle, just the logo with no lettering 14' diameter ( Scaled out )

g) Must include lines for up to 3 basketball courts and 3 volleyball courts per Layout Drawing.

• Samples: Submit two(2) sample of flooring product to COR.

Task II Stage Floor:

Stage Floor System (40 x 40):

• Removal: Similar to the gym floor, remove the existing stage flooring and subflooring to the required extent.

• Repair: Address any subfloor damage or issues. Repair or replace damaged components.

• Replacement: Install a new stage floor system, paying attention to durability and performance.

• Flooring: Maple Flooring Manufacturers Association(MFMA) Wood Flooring: Shall be MFMA-FJ maple 25/32” (20mm) thick x 2-¼” (57mm) width, 2nd&Better grade, Unfinished TGEM, KD Northern Hard Maple, Continuous Strip® XL Flooring as manufactured by Robbins and graded in accordance with MFMA-FJ rules. Flooring will have XLplus™ technology to reduce or eliminate routine spacing for expansion or approved equal.

• Samples: Submit two(2) sample of flooring product to COR.

6. CONTRACTOR DUTIES AND RESPONSIBILITIES

The contractor will arrange for the following as needed:

a) Secure staging area for storing equipment, materials, tools, and supplies, as the contractor shall have sole liability for said items.

b) Access to and provision of utilities as needed for design and construction.

c) The contractor shall immediately notify the facility manager and contracting officer of all issues that may result in a project delay and/or impact work quality or safety.

d) The contractor will provide all labor, materials, equipment, accessories, etc., required for the project. All materials and equipment furnished for this job shall be in current production and shall be of quality material. Used, shopworn, demonstrator, prototype, reconditioned, or discontinued equipment or materials are not acceptable.

e) All work will be performed per current applicable codes. The contractor will be responsible for obtaining all necessary permits.

f) The contractor is responsible for the removal and disposal of parts under local, state, and federal regulations, and the contractor will provide all the necessary equipment, labor, and materials to safely accomplish said removal and disposal. The contractor will recover and dispose of the parts per EPA guidelines.

g) All goods and/or services shall comply with applicable OSHA regulations in effect at the time goods are shipped and/or the service is performed.

h) Safety Data Sheets (SDS) are required per applicable regulations. SDS Shall be left on site immediately after goods and/or services have been provided.

i) All installations will be per the manufacturer’s recommendations.

j) The contractor is responsible for removing all construction and packing debris from the work site and keeping a clean, safe work area at all times.

k) If hazardous materials are encountered during the execution of the contract, the contractor will be responsible for removing and disposing of said materials under federal, state, and local statutes and codes. The contractor will provide BIE with appropriate documentation regarding the disposal of said hazardous materials as requested or required.

l) Safety signs, barricades, and/or other materials will be erected by the contractor to warn visitors and staff away from work areas. The safety of visitors, staff, and contractor’s employees shall be a priority and shall be the responsibility of the contractor.

m) The contractor Shall notify BIE in advance of work that may be disruptive to normal operations and parking lot traffic flow. Any shutdown of service and/or utilities Shall be approved and scheduled with BIE.

n) The contractor is responsible for providing written documentation to BIE for any work that may affect BIE’s warranties or existing equipment. Written documentation Shall be provided and approved before the commencement of work.

o) The contractor will be held liable for the cost of repair or replacement of structures, utility systems, and any other parts of the facility damaged by the contractor’s acts of negligence or lack of full adherence to the requirements of the Scope contained herein. The contractor will be held liable for the cost of repair or replacement of building components.

p) Warranties for materials, labor, and equipment will be issued per industry practices.

q) The contractor will train key BIE staff in the operation and general maintenance of the Gym and Stage floors. Before leaving the job site, the contractor shall provide BIE with all manufacturers' warranty documents upon completion of installation and training.

r) The contractor will respond to inquiries within twenty-four (24) hours and will service any non-working units on the day of the call during the warranty period. BIE will not be responsible for any additional costs to repair or replace the Gym, and Stage floors or parts that are still under warranty; the contractor is responsible for all liability.

s) Unless otherwise specified, the contractor shall unconditionally guarantee the labor and the materials used in performance of this contract within the specified guidelines and recommendations of the manufacturer’s warranty. If any defects or signs of deterioration are noted which in BIE’s opinion are due to faulty workmanship or materials, the contractor shall be notified and shall make the necessary repairs to correct any deficiency in the system at the contractor’s expense.

t) Contractors are highly recommended to visit the site and perform a thorough site inspection. The contractor shall inspect the site to become familiar with the existing conditions relating to the work to be performed and the difficulties and restrictions to the work to be performed. The contractor shall notify the CO/COR of any conditions that prevent the suitable completion of these requirements. All work shall be performed per the specifications.

u) Contractor shall avoid damage to existing structures and government-owned property.

v) The contractor is responsible for pedestrian and traffic control throughout all phases of the project. Coordination is required through COR for all closures.

w) The contractor shall not store demolition spoil on site.

x) The contractor shall remove any sub-standard existing sub-floor.

y) It shall be the responsibility of the Contractor to provide their temporary electrical power, and portable/chemical toilet for use by their workers. No part of the school buildings or facilities will be used for storage or administrative purposes by the Contractor.

7. SPECIAL REQUIREMENTS

General: Alcohol, drugs, or tobacco products are Not Permitted on the school campus at any time.

Prescription drugs prescribed for Contractor/Subcontractor’s employees are acceptable.

1. Mobilization: The successful Contractor shall provide all labor, materials, equipment, supervision, transportation, and all other services to complete the project. The Contractor shall be responsible for mobilization, cost of materials, equipment, office trailer, storage bins, and other construction materials that require transporting to the project site.

2. Security Background Clearance: A background check approval is required for the Contractor’s Site Superintendent before any work is started on this project. All Contractor employees are required to wear name badges or a bright fluorescent green vest with the company name/logo printed on the safety vest while on the project site (during normal work hours). All employees Shall wear approved face masks while on campus and during work hours. The Jobsite Superintendent shall report to the school’s front office each day to indicate the number of workers on-site and provide a daily work schedule of work activities.

8. DESIGN/BUILD REQUIREMENTS:

a. Locate, inspect, and determine the capacity of any civil, architectural, structural, mechanical, electrical, and plumbing that will be affected by the construction.

b. The Contractor shall provide A-E services including, but not limited to, construction documents, specifications, and calculations for civil, architectural, structural, mechanical, electrical, and plumbing work as applicable.

c. The Contractor and A-E design team shall meet with the COR and designated Tohono O’odham High School staff to review design concepts prior to formal submission of construction documents.

d. The Contractor and A-E design team shall locate, inspect, and determine suitability, capacity, and all other conditions of the existing site that will be affected by the installation of the new gym and stage floors.

e. Construction documents including specifications are required. The documents shall be prepared by a qualified Architect and /or Engineer(s) of Record, licensed in the State of Arizona for submittal at 70% (preliminary construction documents), 99% (completed construction documents), and 100% (final construction documents), which are to be reviewed with Tohono O’odham High School and DSRM.

Acceptance and /or approval Shall be obtained prior to moving on to the next stage of design -refer to the Plan Review Procedure and other guidelines available by request.

9. DESIGN REVIEW MEETINGS

Minimally, the Design shall include the COR, and school representative's input to influence design.

• Ensure site accessibility for individuals with special needs.

• A review meeting to resolve design issues will be held for each design review package submitted. The meeting will include a discussion of BIE comments on functional relationships and technical peer review comments (by others).

1. Participants will include BIE Staff and Design-Build Team A/E members as appropriate for the specific package to be reviewed and others. The Design-Build Team A/E members will each allow for (1) full day for each package design review meeting.

2. The DB team shall allow a minimum of fourteen (14) calendar days for each review cycle. A cycle includes:

a. The BIE’s receipt of the design review submission package.

b. The review meeting.

c. DB team’s receipt of comments from the BIE, either electronically, by fax or by hard copy delivery.

3. Coordination of the review meeting schedules will be the responsibility of the BIE Project Manager/COR (for the BIE) and the Design-Build Team A/E Project Manager (for the Design-Build Team A/E). See Quality Assurance/Quality Control.

10. SITE PREPARATION – DEBRIS DISPOSAL

The Contractor shall:

• Prepare the site for installation of all construction and new equipment.

• Plan for the mobilization cost of materials, equipment, office trailer, storage bins, and other construction items that need transporting to the project site before starting up.

• Plan for equipment storage and security throughout the project. The school shall not be held liable for any lost, stolen, or damaged items.

11. CONTRACTOR’S PERFORMANCE PERIOD

The Contractor shall complete the on-site construction work within 60 calendar days and coordinate closely with the COR regarding the schedule. The review of submittals is not included in the contractor’s performance time. The total contract period of performance will be 180 calendar days after issuance of the Notice to Proceed.

12. WARRANTY

The Contractor should address each of the following:

• Applicable warranty and/or guarantees of buildings and installations including any conditions and response time for repair and/or replacement of any components during the warranty period of 1 (one)year from the date of completion.

• The Contractor shall be providing a comprehensive warranty that covers one year from substantial completion. This warranty shall cover all parts, labor, shipping, and expenses, such that no additional cost is incurred by the government for warranty work.

13. DRAWINGS/SUBMITTALS

The DB Contractor shall provide three (3) design submissions corresponding to the following levels of design development:

a. Preliminary Construction Documents (70%) – DSRM review required.

The contractor’s Designer of Record refines the approved design development information to establish the requirements for the construction of the work. The seventy percent construction documents will include near-complete drawings and specifications to establish in detail the quality levels and construction of building materials, components, and systems. Electronic copies are to be provided to the COR and facility Manager.

b. Completed Construction Documents (99%) – DSRM review required.

The contractor’s Designer of Record refines the approved preliminary construction documents information to establish the completed requirements for the construction of the work. The completed construction documents will include all drawings and specifications to establish in detail the quality levels and construction of building materials, components, and systems. Electronic copies are to be provided to the COR and facility Manager.

c. Final Construction Documents (100% Submittal) – DSRM review required.

The contractor’s Designer of Record finalizes the construction documents information to establish the completed requirements for the construction of the work, including incorporation of all accepted review comments. The final construction documents shall include all drawings and specifications to establish in detail the quality levels and construction of building materials, components, and systems. The submission Shall consist of plans, product manuals, specifications, and basis of design analysis, Shall depict/describe all construction work, and shall be in final form, to fully address the scope of the Project. Drawings and specifications Shall reflect the resolution of all comments and be edited to address the construction work to be provided.

For the 70%, 99%, and 100% submittals, DSRM requires three (3) hardcopy, full-size sets for review.

The Contractor will allow DSRM twenty-one (21) calendar days to review and approve submissions. The Contractor Shall receive written approval before proceeding with construction activities or procurement of materials.

Reviews will be made by the Government and/or the Government’s authorized representative(s). As part of its review, the Government may offer submission reviews to local code officials. The Contractor shall provide complete sets of current progress plans, calculations, and specifications for the design reviews.

In addition, the Contractor shall provide a PDF electronic copy of all drawings, calculations, and material catalog cuts. The DB (design-build) Contractor Shall show design activities in their CPM schedule for all submissions. The schedule Shall include 21 calendar days for Government review time.

The Government will review the Contractor design submissions to verify adherence to contract requirements, program requirements, standards, codes, and the Contractor's proposal. Design review comments shall not relieve the Contractor from compliance with the terms and conditions of this SOW or applicable code compliance.

Two (2) sets of 100% drawings shall be distributed to the following individual:

Tanna Finley Contracting Officer Bureau of Indian Education, 1011 Indian School RD NW tanna.finley@bie.edu, mailto:tanna.finley@bie.edu

14. CLOSE OUT REQUIREMENTS

As requisite for final payment, the Contractor shall provide to the school, and its COR the following:

• Specified quantities of extra/spare materials used.

• Manufacturer Warranties for each building which identify each building number and location for entirely new work/installation against defective materials workmanship, etc. Include a one

(1) (one) year Workmanship Warranty.

• Demolition debris haulage tickets, manifests, landfill tickets/receipts.

• As-built record drawings, systems, demonstration of maintenance and upkeep.

• Documentation shall include all certified payroll reports and Release of Claims.

• Certified copies of the material certificates Shall include composition and tests to which the material has been subjected.

15. PRICING

The Contractor shall submit a cost proposal fully supported by data adequate to establish the reasonableness of the proposed costs, including components, replacement parts, accessories, surfacing materials; and all other related products and services offered by the Contractor, for the life of the contract.

All manufacturer price lists shall be identified in the proposal response. Proposals shall include an itemized list of any Products and Services that the Contractor intends to include in the Master Agreement and assume responsibility for as prime contractor but are offered by the individual authorized distributors and not included in the Contractor’s catalog.

The list shall identify the distributors’ name and location that offers each product and service included.

The Contractor shall be the prime contractor and remain solely responsible for contractual performance, and reporting, for any Products and Services offered by the authorized distributor.

The Contractor Shall provide the following information in their pricing:

A. Price Options B. Warranty Information C. Installation and operating manuals.

D. Shop drawings.

16. OBTAIN ALL MATERIALS AND PERMITS

The Contractor shall ensure that all materials necessary to perform work are ordered promptly upon Notice to Proceed (NTP). To avoid delays, all parts and equipment shall be on hand or readily accessible before the commencement of work.

The Contractor shall procure all permits required for the work.

17. SAFETY

The Contractor, installers, or subcontractors performing services under this Contract are required and shall comply with all Occupational Safety and Health Administration (OSHA), State and County Safety and Occupational Health Standards, and any other applicable rules and regulations. The Contractor and subcontractors shall be held responsible for the safety of their employees and any unsafe acts or conditions that may cause injury or damage to any persons or property within and around the worksite area under this contract.

18. GENERAL REQUIREMENTS

A. Safety: The contractor shall adhere to all BIA/BIE adopted codes and the contractor shall abide by all OSHA regulations while on school grounds and shall review all applicable safety regulations before beginning the project. The contractor shall provide signs, barriers, and or caution tape as a safety precaution around the work site. The contractor shall have a fall protection plan if workers are to be performing duties above six (6) feet from the ground or finished floor. The contractor shall bear sole responsibility for taking all appropriate actions necessary to prevent accidents and injuries to individuals and damage to property in and around the work area.

B. Access: BIE Facility Management personnel shall provide access to Tohono O’odham High School at all times. The contractor shall sign in and out with the Facility Manager. The contractor shall minimize disruption of classroom instructions and normal school activities expected in such areas.

C. Cleaning: The Contractor shall always keep the work area reasonably clean. The contractor shall accomplish a complete cleanup at the end of the project. The Contractor shall properly dispose of all debris at an approved dumping site.

D. All shipments of materials, equipment and/or supplies to the project site shall be addressed to the Contractor and not the Government. Preservation and packing shall be under standard practices for commercial packaging.

E. Government personnel are not authorized to accept deliveries for the contractor, nor are they responsible for off-loading shipments. The contractor shall be present to accept all deliveries.

F. The Contractor shall develop, submit for government approval, and maintain a Quality Control Plan (QCP) to ensure services are performed under the contract and this SOW. The Contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The Contractor’s QCP is how they ensure that all work complies with the requirements of the contract.

G. No work shall be fabricated or delivered until the receipt of approved shop drawings from the

COR.

H. The contractor shall take all necessary field measurements and investigations to assure that the materials and assemblies will meet contract requirements, and all materials that require regular maintenance shall be identified.

19. CONTRACT ADMINISTRATION

a) The Contractor shall not perform work that is outside the SOW (statement of work) unless directed in writing by the CO. Any work done by the Contractor outside the SOW without authorization from the CO will be at the Contractor's own risk.

b) The CO will provide a Notice to Proceed (NTP) to begin the performance of work after the contract has been awarded.

c) The COR shall coordinate the schedule for each phase, approve technical submittals, inspect work, monitor progress, accept completed work, review invoices, review change orders, and issue/receive Government Furnished Items. The COR has the authority to direct the Contractor to stop the performance of work if unsafe work conditions are observed.

d) The laws regulating wages and hours of workers employed under this contract are subject to the

Davis-Bacon Act.

20. CONTRACTOR FIELD QUALITY CONTROL

The Contractor shall develop, submit for the government’s approval, and maintain a Quality Control Plan (QCP) to ensure services are performed per the contract, applicable codes/ standards, and this SOW. The Contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services.

The Contractor’s QCP is how the Contractor ensures that all work complies with all requirements.

The COR may notify the Contractor of required modifications to the plan during the period of performance. The Contractor shall then include suggested modifications in his QCP and obtain acceptance of the plan by the COR. Any modifications to the program during the period of performance shall be provided to the COR and School for review at least 10 business days before the effective date of the change. The QCP shall be subject to the Government review and approval.

The Government may find the QCP "unacceptable" whenever the Contractor’s procedures do not accomplish quality control objectives. The Contractor shall revise the QCP within ten (10) business days from receipt of notice that the QCP is found unacceptable.

21. CODES, SPECIFICATIONS, AND STANDARDS

The A/E Contractor shall provide a multi-disciplined Architectural-Engineering team to provide professional design services; each responsible team member shall be knowledgeable of and meet compliance with the most current editions of the following codes, standards, and guidelines.

1. ASTM Standards

2. NFPA 5000 Building Construction - Life Safety and Fire Codes

3. National Electrical Codes

4. Uniform Plumbing and Mechanical Codes

5. Americans with Disabilities Act and Architectural Barriers Act Accessibility Guidelines

(ADA/ABAAG)

6. OSHA - Federal Regulations

7. EPA - Tribal, State, and Federal Regulations

8. Value Engineering DOI OMB Circular A-131

9. DOI – Guiding Principles for Sustainable Federal Buildings

10. BIE Design Handbook

11. DOI Division of Safety and Risk Management- Safety, Health, and Accessibility Design Guidelines for Architects, Engineers, and Design Firms

12. MFMA - Maple Flooring Manufacturers Association

13. MFMA PUR – Performance Uniformity Requirements

14. DIN 108032 (part 2) 2001 - Performance Test

15. DIN 108032 (part 2) 1991 - Performance Test

16. ASTM F2772 - Athletic Performance Properties of Indoor Sports Floor Systems

17. EN 14904 – European Committee for Standardization – Surfaces for Sports areas

18. ASTM F2772 - Athletic Performance Properties of Indoor Sports Floor System

19. FIBA – International Basketball Federation

Drawing:

Gym and Stage Installation Layout Drawing

******* END OF STATEMENT OF WORK **********