BPS Bid Package No. 8 BID DOCUMENTS 200608-2a.pdf

FORESITE DESIGN, INC. BIRMINGHAM PUBLIC SCHOOLS

SECTION 00 1115

SCOPE OF WORK

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BPS 2020 BID NO.8 – HS GYMNASIUM SCOREBOARD

GENERAL NOTES (Applicable to All Bid Categories)

1. Bidder/Contractor shall be aware of and include the cost for, all State and Local laws, codes, ordinances, building rules and regulations, as are or may become applicable to the Work.

2. Contractor shall coordinate with other trades that affect the installation of the Work.

3. Bidders shall exclude costs of testing from bid unless required on the proposal form.

Independent testing will be hired directly by the Owner/Owner’s Representative and contractor shall cooperate with the testing agency.

4. Each contractor/subcontractors shall coordinate and cooperate with other contractors for expedient completion of the work of this project.

5. Each contractor shall be solely responsible and make every effort to locate existing underground utilities. This shall include consulting with all local utility companies, using a signal locator prior to excavation for private utility lines, or consulting with a private utility locating company.

6. The Scope of Work for each Bid Category includes cleaning and maintaining streets free of dirt, debris, mud, gravel caused by the construction operations as it pertains to their scope of work. Contractors shall be aware that local authorities intend to enforce local ordinances in this regard. Penalties resulting from contractor negligence in adhering to the State and Local ordinances, laws, codes shall be the responsibility of the Contractor.

7. The Scope of Work for each Bid Category includes strict adherence to the safety requirements as defined in the General Conditions and Supplementary General Conditions.

8. Each Contractor shall review existing building and site conditions prior to commencement of work and advise the Owner’s Representative of any claim of changes in the work within seventy-two (72) hours therefore, or waive its right for claim of changes in the existing site conditions. Each Contractor shall be responsible for restoring site to its original conditions upon completion of their respective work.

9. All excess materials shall be legally disposed of off-site unless indicated otherwise.

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BPS 2020 BID NO.8 – HS GYMNASIUM SCOREBOARD

CM Supplementary Conditions General Conditions Division 1 General Requirements Division 2 Existing Conditions

Specification Section 09 9000 Painting Specification Section 11 6845 Scoreboard – Indoor Video Specification Section 11 6847 Scoreboard - Indoor Specification Section 27 5117 Public Address System – Center Hung

General Scope of Work:

1. Provide engineering and layout as required to complete this work.

2. Coordinate all equipment and material storage with Owner.

3. Coordinate work with other trades on site.

4. Include all fees necessary for electrical permits as required.

5. Contractors shall be aware that installation of system components may take place during school operations. Contractor shall be required to provide any temporary signage, barricades, etc. as necessary to maintain school operations. All work shall be coordinated with Owner.

6. Contractor shall be responsible for protection of existing wood flooring, as floors have been recently refinished. Temporary protection shall consist of floor protection mats or sheeting.

7. Provide all labor, materials, and equipment necessary for the demolition of existing PA System speakers, components and equipment back to source at Groves and Seaholm High School gymnasiums. Remove and salvage all components for Owner.

8. Provide all labor, materials, and equipment necessary for the demolition and salvage of existing Scoreboards and components at Groves and Seaholm High School gymnasiums. Transfer and store all materials at Seaholm High School – exact location to be determined with Owner.

9. Provide all labor, materials, and equipment necessary for the complete disconnect of the electrical to existing PA Systems and Scoreboards. The electrical conduit and wiring shall be maintained for re-use with new displays. Existing hard-wire communications raceways shall be preserved for future use. Refer to Electrical Drawings for additional notes.

10. Provide all labor, materials, and equipment necessary for the complete installation of new LED Video Displays and Fixed Digit Scoreboards. Work shall include re-use of existing structural bracing and/or installation of new structural bracing. Contractor is responsible for providing structural engineering calculations for all new components.

11. Provide all required data racks, controllers, and operation components as specified for a complete installation.

12. Alternate No. 1: Furnsh and install (1) 2’-6” x 16’ LED Video Ribbon at each site, including required data and electrical requirements.

13. Provide all labor, materials, and equipment necessary for the installation of new single point center hung speaker cluster, electrical, data, cabling, equipment for a complete system as specified.

14. Bidder shall provide an allowance of $5,000.00 per site ($10,000.00 total) for blending of paint on existing walls. This allowance shall not be part new work: i.e. painting conduits or patching walls.

Contractors shall track all expenses associated with work and unused monies will revert back to the Owner.

15. Contractor/Installer is required to patch existing wall from component removal and paint wall prior to installation of new components.

16. Contractor/Installer is required to paint any new conduit to match existing wall color. Coordinate with Owner.

17. Provide all required electrical and data connections for a complete connection to new system components.

18. Provide all required training with Owner as specified.

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BPS 2020 BID NO.8 – HS GYMNASIUM SCOREBOARD

19. Strict enforcement of this contractor’s requirement to provide timely clean-up, removal and disposal of all rubbish and debris generated by this trade during the work. Maintain a clean condition at all areas on site and free debris.

20. Note: Milestone Schedule. This trade will be required to confirm a detailed schedule prior to award of this contract.

END OF SECTION 00 1115

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FORESITE DESIGN, INC. BIRMIMGHAM PUBLIC SCHOOLS

SECTION 01 2300

ALTERNATES

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BPS 2020 BID NO.8 – HS GYMNASIUM SCOREBOARD

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for alternates as proposed by the Landscape Architect. The bidder proposes the following Voluntary Alternates for the sums to be deleted from the Base Bid as stated below:

1. Voluntary Alternates or Substitutions proposed by Bidders may form the Base Bid Proposal

Price

B. VOLUNTARY ALTERNATE NO. 1:

Which would save the Owner:

( ) Dollars

C. VOLUNTARY ALTERNATE NO. 2:

Which would save the Owner:

( ) Dollars

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Proposal Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment or installation methods described in the Contract Documents.

1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the work, No other adjustments are made to the Contract Sum.

FORESITE DESIGN, INC. BIRMIMGHAM PUBLIC SCHOOLS

SECTION 01 2300

01 2300 - Page 2 of 2

B. Voluntary Alternate: Bidders proposing voluntary alternates and substitutions will not be recognized as part of the Base Bid Price. Owner may review voluntary proposal with the successful Bidder.

1.4 PROCEDURES

A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into the project.

1. Include as part of each alternate, miscellaneous products, equipment, and similar items incidental to or required for a complete installation whether or not indicated as part of the alternate.

B. Notification: Immediately following award of Contract, notify each party involved of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates.

C. Execute accepted alternates under the same conditions as other work of the Contract.

D. Schedule: A schedule of Alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate No. 1: Furnish and install new LED Ribbon Display, including electrical and data requirements as noted on drawings. Refer to Drawings for placement of new Ribbon.

END OF SECTION 01 2300

SECTION 01 4100

REGULATORY REQUIREMENTS

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BPS 2020 BID NO.8 – HS GYMNASIUM SCOREBOARD

1.1 PERMITS AND INSPECTION FEES

A. The Contractor will secure and pay for all general building permits.

B. All soil erosion and DEQ permits, mechanical, and electrical permits shall be applied for, secured, and paid for by the Contractor requiring such permits.

C. Any other specialized permits or inspection fees (i.e. utility taps or fees) shall be applied for, secured, and paid by the Contractor requiring such permits.

1.2 INSPECTIONS

A. Any Contractor requiring special inspection by the State or other agency shall arrange and schedule the inspection and give a minimum of 48 hour notice to the Construction Manager, Architect, or Engineer.

B. Partial occupancy permits may be applied for by the Owner. All Contractors will cooperate and assist in securing and maintaining partial occupancy permits.

C. Mechanical and electrical Contractors shall review their specifications to comply with all special testing and inspections.

D. Where the Contract Documents require inspections, tests or approvals of the Work to be made by an independent testing agency or laboratory or an independent professional consultant, the independent testing agency or laboratory or independent professional consultant shall be satisfactory to the Architect, Engineer and Construction Manager.

E. Each contractor shall inspect work of others which will receive or is adjacent to their work before commencing their work. Do not proceed until conditions which would result in a less than satisfactory installation are corrected. Commencing work shall constitute as acceptance of the work or others by the contractor as satisfactory to receive their work.

END OF SECTION 01 4100

SECTION 01 4100

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SECTION 01 56 00

CLEANING

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BPS 2020 BID NO.8 – HS GYMNASIUM SCOREBOARD

1.1 DESCRIPTION

A. Work Included: Each Contractor shall, throughout the construction period, maintain the buildings and site in a standard of cleanliness as described in this Section.

B. Related Work:

1. Documents affecting work of this Section include, but are not limited to, General Conditions, Supplementary Conditions, and Section in Division 1 of these Specifications

2. In addition to Standards described in this Section, comply with requirements for cleaning as described in other pertinent Sections of these Specifications.

1.2 QUALITY ASSURANCE

A. Conduct daily inspection, and more often if necessary, to verify that requirements for cleanliness are being met.

B. In addition to standards described in this Section, comply with pertinent requirements of governmental agencies having jurisdiction.

PART 2 - PRODUCTS

2.1 CLEANING MATERIALS AND EQUIPMENT

A. Each Contractor shall provide required personnel, equipment, and materials needed to maintain the specified standard of cleanliness

2.2 COMPATIBILITY

A. Use only the cleaning materials and equipment which are compatible with the surface being cleaned, as recommended by the manufacturer of the material.

PART 3 - EXECUTION

3.1 PROGRESS CLEANING

A. General; the Contractor shall:

1. Retain stored items in an orderly arrangement allowing maximum access, not impeding traffic or drainage, and providing protection of materials from weather.

2. Not allow accumulation of scrap, debris, waste material, and other items not required for construction of this Work either inside the building nor on the property surrounding the work site.

3. At least once a week, and more often if necessary completely remove all scrap, debris, and waste material from the building and facility. If a dumpster is required for this work, it shall be paid for by the Contractor(s).

4. Provide adequate storage for all items awaiting removal from the job site, observing requirements for fire protection and protection of the ecology.

SECTION 01 56 00

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B. Site:

1. Daily, and more often if necessary, inspect the site and pickup all scrap, debris, and waste material. Remove items to the place designated for their storage. Contractor shall dry sweep street(s) affected by construction traffic as directed, for the duration of the construction.

2. Weekly, and more often if necessary, inspect all arrangements of materials stored on the site.

Restack, tidy or otherwise service arrangements to meet the requirements as noted above.

Contractor shall water/wet sweep street(s) affected by construction traffic once a week, for the duration of the construction.

3. Maintain the site in a neat and orderly condition at all times.

C. Structures:

1. Weekly, and more often if necessary, sweep sidewalks, City roads, as directed.

a. “Clean: for the purposes of this subparagraph, shall be interpreted as meaning free from dust and other material capable of being removed by use of reasonable effort, hand-held broom, and heavy-duty vehicle sweeper.

2. Protect existing structures, finishes and materials. Should work occur near existing structures or finishes, Contractor shall ensure materials are left clean. Any damage caused by the Contractor shall be repaired or replaced by Contractor as directed by the Architect, at no additional cost to the Owner.

a. “Clean”, for the purpose of this subparagraph, shall be interpreted as meaning free from foreign material which, in the opinion of the Architect, may be injurious to the finished material.

3.2 FINAL CLEANING

A. “Clean” for the purpose of this Article, and except as may be specifically provided otherwise, shall be interpreted as meaning the level of cleanliness generally provided by skilled cleaners using commercial quality equipment and materials.

B. Prior to completion of Work, remove from the job site, all tools, surplus materials, equipment, scrap, debris and waste. Location of surplus materials for Owner use shall be coordinated with Owner prior to Contractor leaving site.

END OF SECTION 01 4100

SECTION 01 7301

FIELD ENGINEERING

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1.1 RELATED DOCUMENTS

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

1.2 WORK INCLUDED

A. Upon receipt of contract award, contractors are responsible to provide and pay for additional field engineering services required including all survey work.

B. All survey work related to the project shall be completed by one (1) Surveyor.

1.3 QUALIFICATIONS

A. Registered Professional Surveyor, acceptable to Owner, Construction Manager and Engineer.

1.4 SURVEY/ EXISTING CONDITIONS PLAN

A. Survey documents provided are based on past survey work and historic drawings and field verification. Contractor shall field verify horizontal and vertical site conditions. Any discrepancies in documents shall be immediately reported to Owner’s Representative, Construction Manager, and Engineer prior to the start of construction.

1.5 SURVEY REFERENCE POINTS

A. Contractor shall establish control points prior to starting site work. Contractor shall protect and preserve all control and reference points during construction.

B. Make no changes or relocation without prior written notice to Owner’s Representative, Construction Manager, and Engineer.

C. Report to Owner’s Representative, Construction Manager, and Engineer when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations.

D. Contractor shall be required to replace project control points which may be lost or destroyed.

1.6 RECORDS

A. Maintain a complete, accurate log of all control and survey work as it progresses.

SECTION 01 7301

01 7301 - Page 2 of 2

1.7 SUBMITTALS

A. Submit name and address of Surveyor to Construction Manager.

B. On request of Construction Manager, Owner's Representative or Engineer, submit documentation to verify accuracy of field engineering work.

C. Submit certificate signed by Registered Surveyor certifying that elevations and locations of improvements are in conformance, or non-conformance, with Contract Documents.

D. Provide “As-Built” drawings reflecting any changes illustrated on the contract documents.

PART 2 – PRODUCTS – Not Applicable

PART 3 – EXECUTION – Not Applicable

END OF SECTION 01 7301

SECTION 01 7700

PROJECT CLOSEOUT

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BPS 2020 BID NO.8 – HS GYMNASIUM SCOREBOARD

1.1 SUMMARY

A. Comply with requirements stated in Conditions of the Contract and in the Specifications for administrative procedures in closing out the work.

1.2 SUBSTANTIAL COMPLETION

A. Refer to General Conditions of the Contract for Construction.

B. When the Project is determined by the Landscape Architect to be sufficiently complete to permit utilization for the intended use, the Landscape Architect will issue a Certificate of Substantial Completion.

C. To receive the Certificate of Substantial Completion, Contractor shall perform the following:

1. Submit to the Architect a notice declaring that work is believed to be substantially complete.

2. Submit a list of work items that remain to be completed or corrected and the date this work will be accomplished.

D. Architect will visit the project to evaluate the request for issuance of Certificate of Substantial Completion.

1. If the Architect concurs that the Project is substantially complete, the Architect will deliver a

Certificate of Substantial Completion and a list of work items necessary for completion or correction prior to the request for inspection for final completion.

2. If the Architect determines that the work is not substantially complete, the Architect will deliver to the Contractor a written statement including reasons.

3. Complete work on the items required by the Architect for achieving substantial completion and make additional written requests for issuance of Certificate of Substantial Completion until the Architect determines that sufficient work has been performed.

1.3 CLOSEOUT SUBMITTALS

A. When the Architect has determined and the Construction Work is acceptable under the Contract Documents and the Contract fully performed, prepare and submit final Application for Payment to the Architect together with the (1) copy of the following:

1. A letter recommending acceptance of Project and indicating all punch list items are complete.

2. Project Record Documents, Warranties and Bonds

3. Sworn Statements and Waivers

B. Architect will make an inspection to verify the status of completion with reasonable promptness after receipt of such certification.

1.4 FINAL APPLICATION FOR PAYMENT

A. Submit the final Application for Payment in accordance with procedures and requirements stated in the Conditions of the Contract.

END OF SECTION 01 7700

SECTION 01 7700

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SECTION 01 7823

OPERATING, MAINTENANCE AND WARRANTY DATA

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BPS 2020 BID NO.8 – HS GYMNASIUM SCOREBOARD

A. Compile product data and related information appropriate for Owner’s maintenance and operation of products furnished under the Contract.

B. Prepare operating, maintenance and warranty data as specified in this Section and as referred in other pertinent sections of Project Manual.

C. Instruct Owner’s personnel in the maintenance of products and in the operation of equipment and systems.

D. Related Sections:

1. Specification Section 01 7800 Project Closeout

2. Specification Section 01 7839 Project Record Documents

1.2 QUALITY ASSURANCE

A. Preparation of data shall be done by personnel with the following qualifications:

1. Trained and experience in maintenance and operation of the described products.

2. Completely familiar with requirements of this Section.

3. Skilled as a technical writer to the extent required to communicate essential data.

4. Skilled as a draftsman competent to prepare required drawings.

1.3 FORM OF SUBMITTALS

A. Prepare data in the form of an instructional manual for use by the Owner’s personnel.

B. Format shall conform to the following:

1. Size: 8-1/2” x 11”

2. Paper: 20 pound minimum, white for typed pages

3. Text: Manufacturer’s printed data, or neatly typewritten

4. Drawings:

a. Provide reinforced punched binder tab, bind in with text

b. Fold larger drawings to the size of the text pages

5. Provide fly-leaf for each separate product, or each piece of equipment.

a. Provide typed description of product, and major component parts of equipment.

b. Provide indexed tab.

6. Cover: Identify each volume with typed or partial title “OPERATING, MAINTENANCE AND WARRANTY INSTRUCTIONS”. List:

a. Title of Project

b. Identity of separate structure as applicable

c. Identity of general subject matter covered in manual

SECTION 01 7823

01 7823 - Page 2 of 2

1.4 CONTENT OF MANUAL

A. Arrange neatly typewritten table of contents for each volume, in the following systematic order:

1. Contractor, name of responsible principal, address and telephone number

2. A list of each product required to be included, indexed to the content of volume.

3. List, with each product, the name, address and telephone number of:

a. Contractor or installer

b. Maintenance contractor, as appropriate

c. Identify the area of responsibility of each

d. Local source of supply for parts and replacement

e. Include warranty information as specified

4. Identify each product by product name and other identifying symbols such as set in Contract Documents.

1.5 SUBMITTAL SCHEDULE

A. Submit one copy of completed data in final form within thirty days of substantial completion, Copy will be returned with comments.

B. Submit two copies of approved data in final form within ten (10 days after comments are received.

END OF SECTION 01 7823

SECTION 01 7839

PROJECT RECORD DOCUMENTS

01 7839 - Page 1 of 2

BPS 2020 BID NO.8 – HS GYMNASIUM SCOREBOARD

A. Fully cooperate with the Architect to accomplish the following.

B. These requirements supplement the requirements set forth in the General Conditions.

C. Maintain at each site one record copy, as applicable, of:

1. Drawings and data with addenda marked in.

2. Specifications with addenda marked in.

3. Addenda

4. Change Orders and other modifications to the Contract.

5. Architect/Engineer Supplemental Instructions, Proposal Requests or written instructions.

6. Approved shop drawings, product data and samples.

7. Field test records.

1.2 MAINTENANCE OF RECORD DOCUMENTS AND SAMPLES

A. Store record documents and samples in Contractor’s field office in files and racks. Provide locked cabinet or secure storage space for storage of samples.

B. Maintain record documents in a clean, dry, legible condition and in good order. Do not use documents for construction purposes.

C. Make record documents and samples available at all times for inspection by Architect or Owner.

1.3 RECORDING

A. Label each document “PROJECT RECORD” in neat large printed letters.

B. Continuously record information and changes.

C. Drawings: Legibly mark to record actual construction.

1. Horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements.

2. Location of internal utilities and appurtenances concealed in the construction, referenced to visible and accessible features of the structure.

3. Field changes of dimension and detail.

4. Changes made by Field Order or by Change Order.

5. Details not on original contract drawings.

D. Specifications and Addenda: Legibly mark each section to record:

1. Manufacturer, trade name, catalog number, and Supplier of each Product and item of equipment actually installed.

2. Changes made by Field Order or Change Order.

SECTION 01 7839

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BPS 2020 BID NO.8 – HS GYMNASIUM SCOREBOARD

E. Shop Drawings and Submittals: Label each set by corresponding specification section. At the completion of the project, provide the Owner with one complete set, reviewed and stamped by Architect, organized by Specification Section in the following formats:

1. Paper (various sizes) folded to 8-1/2” x 11” and boxed with project name and completion data clearly labeled on exterior.

2. Scanned PDF copy on a compact disk, ordered by specification section.

1.4 SUBMITTAL

A. Deliver Record Documents to the Owner at contract close-out.

B. Accompany submittal with transmittal letter in duplicate, containing:

1. Date

2. Project Title

3. Title and number of each Record Document

END OF SECTION 01 7839

SECTION 02 4113

DEMOLITION

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BPS 2020 BID NO.8 – HS GYMNASIUM SCOREBOARD

A. This Section is a part of the entire set of Contract Documents and shall be coordinated with the applicable provisions of the other parts.

B. Work includes demolition of the following items:

1. Demolition and salvage of existing scoreboards. Salvage all existing scoreboards at Seaholm High School: coordinate exact placement with Owner.

2. Demolition, removal and salvage of existing PA System, cabling, accessories and racks back to source. Coordinate all demolition with Owner’s Technology Representative. Salvage all existing sound components at Seaholm High School: coordinate exact placement with Owner,

1.2 SCOPE

A. The work under this section of the specifications shall consist of the removal and disposal of all items as indicated on the drawings. Contractor shall furnish all labor, materials and equipment to complete the work according to the drawings and specifications.

B. All other facilities and items that are indicated shall remain and be protected from construction damage.

Areas damaged to known fault of the Contractor during construction shall be repaired or replaced at the expense of the Contractor. Lawn, paving, and concrete damaged during construction shall be restored to the condition which existed prior to commencement of Contractor’s work.

1.3 DEFINITIONS

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

B. Remove and Salvage: Detach items from existing construction and deliver them to Owner ready for reuse.

C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated.

D. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

1.4 PROJECT 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.

1. Comply with requirements specified in Division 01 1000 Section "Summary."

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

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

02 4113 - Page 2 of 4

D. 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 under a separate contract.

2. If materials suspected of containing hazardous materials are encountered, do not disturb;

immediately notify Architect and Owner. Owner will remove hazardous materials under a separate contract.

E. Hazardous Materials: It is unknown whether hazardous materials will be encountered in the Work.

1. If materials suspected of containing hazardous materials are encountered, do not disturb;

immediately notify Architect and Owner. Owner will remove hazardous materials under a separate contract.

F. Hazardous Materials: Hazardous materials are present in construction 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.

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

H. 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.

N/A

3.1 EXECUTION

A. Verify that utilities have been disconnected and capped.

B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

C. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged.

D. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict.

Promptly submit a written report to Architect.

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BPS 2020 BID NO.8 – HS GYMNASIUM SCOREBOARD

E. Engage a professional engineer to survey condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective demolition operations.

F. Survey of Existing Conditions: Record existing conditions by use of measured drawings, preconstruction photographs, preconstruction videotapes and templates.

1. Comply with requirements specified in Division 01 Section "Photographic Documentation."

2. Before selective demolition or removal of existing building elements that will be reproduced or duplicated in final Work, make permanent record of measurements, materials, and construction details required to make exact reproduction.

G. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities.

3.2 UTILITY SERVICES, MECHANICAL and ELECTRICAL SYSTEMS

A. Existing Services/Systems: Maintain services/systems indicated to remain and protect them against damage during selective demolition operations.

1. Comply with requirements for existing services/systems interruptions specified in Division 01

1000 Section "Summary."

B. Service/System Requirements: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Building manager will arrange to shut off indicated services/systems when requested by

Contractor.

2. Arrange to shut off indicated utilities with utility companies.

3. If services/systems are required to be removed, relocated, or abandoned, before proceeding with selective demolition provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

3.3 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill.

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 Division 01 7419 Section "Construction Waste

Management and Disposal."

B. Burning: Burning of demolished or any materials will not be permitted in Owner’s property.

C. Disposal: Transport demolished materials off Owner's property and legally dispose of them.

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3.7 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.

END OF SECTION 02 4113

SECTION 09 9000

PAINTING

09 9000 - Page 1 of 6

A. Extent of painting work is shown on drawings and schedules, and as herein specified.

B. The work includes complete painting and finishing of interior and exterior exposed items and surfaces throughout the project, except as otherwise indicated.

1. Surface preparation, priming and coats of paint specified are in addition to shop-priming and surface treatment specified under other sections of work.

C. “Paint” as used herein means all coating systems materials, including primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats.

D. Surfaces to be Painted: Except where natural finish of material is specifically noted as a surface not to be painted, paint exposed surfaces whether or not colors as designated in “schedules”. Where items or surfaces are not specifically mentioned, paint the same as similar adjacent materials or areas. If color or finish is not designated, Landscape Architect will select these from standard colors or finishes available.

1.3 QUALITY ASSURANCE

A. Single Source Responsibility: Provide primers and other undercoat paint produced by same manufacturer as finish coats. Use only thinners approved by paint manufacturer, and use only within recommended limits.

B. Coordination of Work: Review other sections of these specifications in which prime paints are to provide and ensure compatibility of total coatings system for various substrates. Upon request from other trades, furnish information or characteristics of finish materials provided for use, to ensure compatible prime coats are used.

1.4 SUBMITTALS

A. Prior to beginning work, Contractor will furnish color chips for surfaces to be painted. In addition to manufacturer's data, application instructions, and label analysis for each coating material, submit samples for Landscape Architect's review of color and texture only.

1.5 SCOPE

A. Painting and finishing of interior and exterior items and surfaces, unless otherwise indicated. Paint exposed surfaces, except as otherwise indicated, whether of not colors are designated. If not designated, colors will be selected by Owner from standard colors available for the coatings required.

1.6 DELIVERY AND STORAGE

A. Deliver materials to job site in new, original, and unopened containers bearing manufacturer's name, trade name, and label analysis. Store where indicated in accordance with manufacturer's

09 9000 - Page 2 of 6 instructions. The percent of solids by weight (mixed) is 77.3% + 2.0% for gloss and 76.3% + 2.0% for semi-gloss. The percent of solids by volume (mixed) is 65.6% + @.0% for gloss and 63.1% + 2.0% for semi-gloss.

1.7 JOB CONDITIONS

A. Do not apply paint in snow, rain, fog or mist or when relative humidity exceeds 85%. Do not apply paint to damp or wet surfaces.

1.8 PROTECTION

A. Protect work of other trades. The Pitt-Glaze 16-Line is formulated to contain less than 0.06% lead in the dried film. Correct any painting related damages by cleaning, repairing or replacing, and refinishing, as directed by Landscape Architect.

1.9 COORDINATION

A. Provide finish coats which are compatible with prime paints used. Provide barrier coats over incompatible primers where required. Notify Landscape Architect in writing of any anticipated problems using specified coatings with substrates primed by others.

2.1 ACCEPTABLE MANUFACTURER

A. Manufacturer: Subject to compliance with requirements, provide products of one of the following:

1. Devoe and Reynolds Co. (Devoe)

2. Glidden Coatings and Resins, Division of SCM Corporation (Glidden)

3. Benjamin Moore and Co. (Moore)

4. PPG Industries, Pittsburgh Paints (Pittsburgh)

5. Pratt and Lambert (P & L)

6. The Sherwin-Williams Company (S-W)

2.2 MATERIALS

A. Material Quality: Provide best quality grade of various types of coatings as regularly manufactured by acceptable paint materials manufacturers. Materials not displaying manufacturer’s identification as a standard, best-grade product will not be acceptable.

1. Propriety names used to designate colors or materials are not intended to imply that products of names manufacturers are required to exclusion of equivalent products of other manufacturers.

B. Color Pigments: Pure, non-fading, applicable types to suit substrates and service indicated.

3.1 INSPECTION

A. Applicator must examine areas and conditions under which painting work is to be applied and notify

Contractor in writing of conditions detrimental to proper and timely completion of work. Do not

09 9000 - Page 3 of 6 proceed with work until unsatisfactory conditions have been corrected in a manner acceptable to Applicator.

B. Starting of painting work will be construed as Applicator’s acceptance of surfaces and conditions within any particular area.

C. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to formation of a durable paint film.

3.2 SURFACE PREPARATION

A. Before priming new surfaces or repainting, be sure the surface is free of all dirt, dust, oil, wax, grease, loose paint, soap residue, form release agents or membranes, and all other contaminants.

B. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures and similar items in place and not to be finish-painted, or provide surface-applied protection prior to surface preparation and painting operation. Remove, if necessary, for complete painting of items and adjacent surfaces. Following completion of painting of each space or area, reinstall removed items.

3.3 CEMENTITIOUS SURFACE PREPARATION

A. Prepare surfaces of concrete, concrete block and similar materials to be painted by removing efflorescence, chalk, dust, dirt, grease and oils, and by roughing to remove glaze. Determine alkalinity and moisture content of surfaces to be painted before beginning painting. In dry or intermittent moisture areas use Pitt-Glaze High Performance Block Filler, 16-90, or PPG Polyamide- Epoxy Block Filler, 97-685/686.

3.4 EXISTING SURFACE PREPARATION

A. Prepare surfaces, indicated to be painted, by scraping sanding, filling or priming to provide and acceptable finish. In previously painted surfaces be sure that existing coating is compatible - make a test by applying the Solvent Base Polyester-Epoxy in an unobtrusive spot. The existing paint coating should be cleaned of any loose particles, dirt, dust, wax, grease, oil, soap residue, or other contaminants. Exposed substrate should be cleaned and treated as new work, using the proper primer. Previously painted glossy surfaces should be scuff-sanded or otherwise roughened to assure good adhesion. On plaster, dry wall, and smooth masonry surfaces use Speedhide Quick Drying White Latex Sealer, 6-2.On wood surfaces use an enamel undercoater such as Speedhide Enamel Undercoaters, 6-6, on firm surfaces only.

3.5 FERROUS SURFACES

A. Clean ferrous surfaces which are not galvanized or shop-coated. Remove oil, grease, dirt, loose mill scale and other foreign substances by solvent or mechanical cleaning. Touch-up shop-applied prime coats wherever damaged. Use a Pittsburgh Paints Inhibitive Metal Primer such as Speedhide White or Red Primer, 6-712.

3.6 GALVANIZED SURFACES

A. Clean galvanized surfaces free of oil and surface contaminants with non-petroleum based solvent.

Use Speedhide White Galvanized Steel Primer, 6-209. Use a barrier coat of Speedhide Alkali Resistant Primer, 6-3, between the 6-209 and the topcoat.

3.7 MATERIAL PREPARATION

09 9000 - Page 4 of 6

A. Mix, prepare, and store painting and finishing materials in accordance with manufacturer's directions.

3.8 APPLICATION

A. The various application methods are brush, roller, or spray. The conventional spray method is Graco 210-961 Series A or equivalent. 0.070"(1.78 mm) cap, 0.061"(1.55 mm) needle, 40-50 psi. 1/4" air hose, maximum length 25 to 30 ft.; 1/4" fluid hose maximum length 25 ft. Pump to spray nozzle 20 ft.

to 50 ft. using a 2 to 1 or 3 to 1 ratio pump with fluid regulator. The airless Spray method is Graco EH-333 Series G or equivalent. .015" (0.380 mm) to 0.023" (0.58 mm) tip, 2,000-2,500 psi. 1/4" fluid hose maximum length 50 ft., vertical rise from pump 20 ft. to 50 ft.

3.9 PRIME COATS

A. Apply additional coats when undercoats, stains or other conditions show through final paint coat, until paint film is of uniform finish, color and appearance.

3.10 UNEXPOSED SURFACES

A. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Paint surfaces behind permanently fixed equipment or furniture with prime coat only before equipment is installed.

3.11 ADDITIONAL COATS

A. Sand lightly between succeeding enamel or varnish coats.

3.12 METAL SURFACES

A. Omit the primer coat on metal surfaces which have been shop-primed and touch-up painted, unless otherwise specified. On aluminum surfaces use Speedhide Zinc Chromate Primer, 6-204.

3.13 THICKNESS OF PAINT COATS

A. Apply each material at not less than 175 to 265 sq. ft. (16.3 to 24.6 m2) per U.S. gallon to provide a total dry film per coat to thickness of not less than four to six mils (4.0 to 6.0 mils) for entire coating system of prime and finish coats for three (3) coat work. Provide a total dry film thickness of not less than 2.5 mils for entire coating system of prime and finish coat for two (2) coat work. The recommended wet film per coat is six to nine mils (6.0 to 9.0 mils). Thickness determined by the roughness of surface being covered and degree of "fill" desired. Coverage figures do not include spray loss. Also allow for surface irregularities, porosity, and material loss when mixing.

3.14 COMPLETED WORK

A. Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements.

3.15 PAINTING SCHEDULE

A. Concrete Masonry Units (Epoxy):

1st Coat - Surface Filler (TT-F-1098) 2nd Coat - Polyester Epoxy (TT-C-545) 3rd Coat - Polyester Epoxy (TT-C-545)

09 9000 - Page 5 of 6

Apply filler coat at a rate to ensure complete coverage with all pores filled.

Not less than 4 mils dry film thickness.

B. Ferrous Metal: (INCLUDING DOORS, FRAMES, WINDOWS, AND GRANDSTANDS) 1st Coat - Red Lead Primer (TT-P-86) 2nd Coat - Enamel Undercoat (TT-E-543) 3rd Coat - Semi-Gloss Enamel (TT-E-509) First coat not required on items that are shop primed.

Contractor shall repaint all scratches caused during delivery, installation, etc with matching paint after erection.

Not less than 2.5 mils dry film thickness.

C. Wood Siding, All exterior soffits, overhangs, exposed wood:

1st Coat - "Olympic" Exterior Oil Stain 2nd Coat - "Olympic" Exterior Oil Stain

D. Exterior Block:

1st Coat - Latex Primer Filler 2nd Coat - Acrylic Masonry Paint

END OF SECTION 09 9000

09 9000 - Page 6 of 6

SECTION 11 6845

SCOREBOARD – INDOOR VIDEO

SCOREBOARD – INDOOR VIDEO

11 6845 - Page 1 of 6

BPS 2020 BID NO.8 – HS GYMNASIUM SCOREBOARD

PART 1 – GENERAL

B. Related Sections:

1. Division 26 Electrical

A. The work under this section of the specifications shall consist of furnishing all labor, materials and equipment necessary for installation of a single-sided full LED Video Display mounted to existing wall.

B. Furnish and install (1) LED video display at each high school main gymnasium and architectural accent truss.

C. Alternate No.1: Furnish and install a 16’ section of LED Video Ribbon. Refer to Drawings for exact placement of LED Video Ribbon.

1.3 QUALITY ASSURANCE AND WARRANTY GUARANTEE

A. Reference Standards:

1. Standard for Electrics Signs, UL-48, 13th Edition

2. Standard for Control Centers for Changing Message Type Signs, UL-1433, 1st Edition

3. Standard for CAN/CSA C22.2

4. Federal Communications Commission Regulation Part 15

5. NEC Compliant

6. FCC Compliant

B. Structural Performance: Provide post and panel signs capable of withstanding the effects of gravity loads and the following loads and stresses within the limits and under conditions indicated determined according to local code requirements:

C. Thermal Movements: provide post and panel signs that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of connections and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sk loss.

1. Temperature Change (Range): 120 degrees F, ambient 180 degrees F, material surfaces.

D. Warranty: Scoreboard shall be guaranteed for a period of five (5) years from the date of acceptance against defects in the workmanship, material or labor and shall be replaced or repaired without cost to the Owner provided the equipment or parts (which include LED segments) are returned to the Manufacturer.

1. Guarantee shall be void if any alteration or service, other than unplugging modules or controls, is performed without Manufacturer’s factory authorization; or if the equipment shall have been connected to incorrect power or is improperly grounded or improperly installed.

Equipment which is subjected to accident, neglect, abuse, misuse or other natural disasters,