Specification Booklet 9_29_2023.pdf

PROJECT MANUAL

FOR

CATOOSA COUNTY SCHOOLS

RINGGOLD HIGH SCHOOL

BASEBALL HITTING FACILITY

Ringgold, Georgia September 29, 2023 DHW File No. 8236-D

ARCHITECTS

Derthick, Henley & Wilkerson, Architects 1001 Carter Street Chattanooga, Tennessee 37402 Phone (423) 266-4816

INDEX

CATOOSA COUNTY SCHOOLS

RINGGOLD HIGH SCHOOL

HITTING FACILITY

PROCUREMENT AND CONTRACTING REQUIREMENTS PAGES

00 11 13 Invitation To Bid 1

00 21 13 Proposal Form 1

00 72 00 General Conditions 1

AIA Document A201-2017 40

00 73 00 Supplementary Conditions 5

DIVISION 1 – GENERAL REQUIREMENTS

01 30 00 Administrative Requirements 4

01 50 00 Temporary Facilities and Controls 1

01 60 00 Product Requirements 2

01 70 00 Execution and Closeout Requirements 4

DIVISIONS 2 – EXISTING CONDITIONS

02 41 00 Demolition 2

DIVISION 3 – CONCRETE

03 05 16 Underslab Vapor Barrier – Stego 1

03 30 00 Cast-In-Place Concrete 5

03 30 51 Concrete Curing and Finishes 3

03 31 00 Concrete Accessories 2

DIVISION 4 – MASONRY

04 20 00 Unit Masonry 4

DIVISION 5 – METALS

05 52 13 Pipe and Tube Railings 2

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07 14 00 Fluid Applied Waterproofing 2

07 90 05 Joint Sealers 3

DIVISION 8 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 3

08 33 23 Overhead Coiling Doors 3

08 71 00 Door Hardware 4

DIVISION 9 – FINISHES

09 90 00 Painting and Coating 5

DIVISION 11 –EQUIPMENT

11 65 00 Sport Nets and Recreational Equipment 2

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 19 Metal Building Systems 2

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING (HVAC)

23 05 00 Common Work Results for HVAC 9

23 34 23 HVAC Power Ventilators 5

23 37 00 Air Outlets and Inlets 2

DIVISION 26 – ELECTRICAL

26 05 00 Common Work Results for Electrical 8

26 05 02 Testing for Electrical Systems 1

26 05 04 Minor Electrical Demolition for Remodeling 2

26 05 19 Low Voltage Electrical Power Conduit and Cables 3

26 05 26 Grounding and Bonding for Electrical Systems 3

26 05 29 Supporting Devices 1

26 05 33 Raceway and Boxes for Electrical Systems 7

26 05 53 Identification for Electrical Systems 2

26 05 73 Electric Power System Studies 2

26 22 13 Dry Type Transformers 4

26 24 16 Panelboards 4

26 27 26 Wiring Devices 2

26 28 16 Enclosed Switches and Circuit Breakers 2

26 43 13 Transient Voltage Suppression for Low Voltage Electrical Power Systems 2

26 50 00 Lighting Fixtures 2

DIVISION 31 – EARTHWORK

31 10 00 Site Clearing 4

31 20 00 Earthwork 9

31 50 00 Excavation Support and Protection 1

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 00 Sub-Grade and Base Course Preparation 1

32 12 16 Hot Mix Asphalt Paving 7

32 13 13 Portland Cement Concrete Paving 6

32 13 73 Pavement Joint Sealants 4

DIVISION 33 – UTILITIES

33 40 00 Storm Drainage 9

8236-D CCPS RHS BB Hitting 00 11 13 Invitation To Bid

SECTION 00 11 13 - INVITATION TO BID

8236-D CCPS RHS BB Hitting

Sealed Bids for the construction of the Heritage Outdoor Pavilion, Ringgold, Georgia, will be received in the Board

Room, Central Office, Catoosa County, Georgia, 307 Cleveland Street, Ringgold, Georgia 30736, until 2:00 pm on

November 7, 2023 at which time they will be opened publicly and read aloud.

There will not be a pre-bid conference.

Plans and Specifications are available for inspection in the Central Office of the Board of Education at 307 Cleveland

Street, Ringgold, Georgia 30736. The hours are Monday through Friday, 7:30 am until 4:30 pm.

Contract documents will be issued to General Contractors by the office of the Architect, Derthick, Henley & Wilkerson, Architects, 1001 Carter Street, Chattanooga, Tennessee for a deposit of $75.00. All questions regarding this project should be directed to Ray Boaz at (423) 266-4816. General Contractors submitting a bona-fide bid will be refunded the deposit, provided the plans and specifications are returned in good condition within ten (10) days from the bid date, EXCEPT for the successful bidder. Others may purchase plans and specifications from the Architect at the rate of $3.00 per sheet for plans and .25 per sheet for specifications.

Bids shall be submitted on the proposal form furnished by the Architect, and must be submitted in a sealed envelope, clearly marked as to the job and the submitting General Contractor. Each bid must be accompanied by a bid bond executed by the bidder and a surety company in an amount equal to 5% of the amount of the bid.

No bid may be withdrawn for a period of Sixty (60) days from the above listed date, except as otherwise provided by law.

The successful bidder will be required to execute a contract on AIA Standard Form of Agreement Between the Owner and Contractor, and to execute performance and payment bonds each in the amount of 100% of the contract amount.

The owner reserves the right to accept or reject any and all proposals and to waive any informalities therewith.

END OF SECTION

8236-D CCPS RHS BB Hitting Facility 00 21 13 Proposal Form

SECTION 00 21 13 – PROPOSAL FORM

Catoosa County Schools Date:

Ringgold, Georgia

Derthick, Henley & Wilkerson, Architects

RE: Catoosa County Public Schools

Ringgold High School

Baseball Batting Facility

1. Having carefully examined the specifications entitled “Heritage Outdoor Pavilion” and the Drawings entitled and numbered as shown on the Index, all dated October 29, 2023 and Addendum No.(s) _______, as well as the premises and conditions affecting the work, the undersigned proposes to furnish all services, labor and material called for by them for the entire work, in accordance with said documents for the sum of

____________________________________________________________________________ Dollars

($________________________________________) which sum is hereinafter called the “Base Bid”.

2. For and in consideration of the amount of $1.00, the receipt of which is hereby acknowledged, the undersigned agrees that this proposal may not be revoked or withdrawn after the time set for the opening of bids, but the Base Bid shall remain open for acceptance for a period of Sixty (60) days following such time.

3. In case he be notified in writing, by mail, telegraph, or delivery of the acceptance of the proposal within 60 days after the time set for opening bids, the undersigned agrees to execute within ten (10) days a contract

(AIA Standard Form of Agreement Between Owner and Contractor Where a Stipulated Sum Forms the

Basis of Payment, Document A101, 2017 Edition) for the work for the above stated compensation.

4. The undersigned agrees to furnish and deliver, at the time the contract is executed, a Performance Bond and Labor and Material Payment Bond both in the amount equal to 100% of the contract sum. The undersigned Bidder proposes:

5. The undersigned agrees to execute a contract on or about November 29, 2023 and to commence actual physical work on the site, with an adequate force and equipment immediately and to complete fully all work as indicated in drawings and specifications. Final completion date is March 1, 2024.

Company Name _________________________________________

By ____________________________________________________

Title ___________________________________________________

28247 / CCPS RHS BB Hitting Facility

00 72 00 - 1 General Conditions

SECTION 00 72 00

GENERAL CONDITIONS

FORM OF GENERAL CONDITIONS

1.01 THE AIA GENERAL CONDITION OF THE CONTRACT FOR CONSTRUCTION, AIA DOCUMENT

A201, 2017 EDITION IS MADE A PART OF THESE SPECIFICATIONS AND THE CONTRACT

DOCUMENTS.

RELATED REQUIREMENTS

2.01 SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS.

00 73 00 - 1 Supplementary Conditions

SECTION 00 73 00

SUPPLEMENTARY CONDITIONS

PART 1 GENERAL

1.01 SUMMARY

1.02 THESE SUPPLEMENTARY CONDITIONS AMEND AND SUPPLEMENT THE GENERAL

CONDITIONS DEFINED IN DOCUMENT 00 72 00 - GENERAL CONDITIONS AND OTHER

PROVISIONS OF THE CONTRACT DOCUMENTS AS INDICATED BELOW. PROVISIONS

THAT ARE NOT SO AMENDED OR SUPPLEMENTED REMAIN IN FULL FORCE AND EFFECT.

1.03 THE TERMS USED IN THESE SUPPLEMENTARY CONDITIONS THAT ARE DEFINED IN THE

GENERAL CONDITIONS HAVE THE MEANINGS ASSIGNED TO THEM IN THE GENERAL

CONDITIONS.

1.04 MODIFICATIONS TO GENERAL CONDITIONS

A. The following supplements modify the General Conditions of the Contract for Construction, AIA Document A201-1997. Where a portion of the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in effect.

B. These specifications are the abbreviated or “streamlined” type and include incomplete sentences. Omissions of words and phrases such as “the Contractor shall” “in conformity therewith”, “shall be”, “as noted on the drawings”, “a”, “an”, “the”, and “all” are intentional.

Omitted words and phrases shall be supplied by inference in the same manner as they are when a “note” occurs on the Drawings.

C. Drawings and specifications are not intended to be gender specific. Where any gender specific word is used (he, she, him, her etc) these words are intended to imply the gender being addressed.

1.05 ARTICLE 1 - GENERAL PROVISIONS - 1.2 CORRELATION AND INTENT OF THE CONTRACT

DOCUMENTS ADD SUBPARAGRAPH 1.2.5 AS FOLLOWS:

A. 1.2.5 References to known standard specifications shall mean and intend latest editions of such specifications adopted and published at date of invitation to submit proposals.

1.06 ARTICLE 3 - CONTRACTOR 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES - ADD

SUBPARAGRAPH 3.3.4 AS FOLLOWS:

A. 3.3.4 The Contractor shall locate, lay out work as per drawings, with respect to location on property and elevation in relation to grade. Field establish, maintain grades, lines, levels, locations required for work; be responsible for accuracy of same. Verify grades, lines, levels, locations dimensions as indicated. Report any errors or inconsistences in above, before commencing work. The Contractor shall perform the work in accordance with any special sequences, schedules, and procedures shown on the drawings.

1.07 ARTICLE 3 3.4 LABOR AND MATERIALS - ADD SUBPARAGRAPH 3.4.4 AS FOLLOWS:

A. 3.4.4 Labor shall be performed in best, most workmanlike manner, by mechanics skilled in their respective trades. Standards of work required throughout; such grade as will bring results of first class only.

1.08 ARTICLE 3 3.5 WARRANTY ADD SUBPARAGRAPH 3.5.1 AS FOLLOWS:

A. 3.5.1 General Contractor shall guarantee all work for a period of one (1) year from date of acceptance. It is specifically understood that this guarantee, and fulfillment of all obligations thereunder, is fully protected by the Performance Bond furnished by the General Contractor, Sub-Contractor, or manufacturer for required guarantees and warranties called for in the Specifications. Nothing in this guarantee shall apply to work which has been abused or neglected by the Owner.

1.09 ARTICLE 3 3.7 PERMITS FEES AND NOTICES ADD SUB SUBPARAGRAPH 3.7.1.1 AS

FOLLOWS:

A. 3.7.1.1 All permit and plans review fees shall be the obligation of the Contractor.

00 73 00 - 2 Supplementary Conditions

1.10 ARTICLE 7 - CHANGES IN THE WORK 7.1 CHANGES ADD SUBPARAGRAPH 7.1.1.1 AS

FOLLOWS:

A. 7.1.1.1 Execute work precisely as shown on Contract Documents. Make no changes therefrom without having first received written permission. Where detail is lacking, refer matter to Architect for instructions before proceeding.

1.11 ARTICLE 7 7.2 CHANGE ORDERS ADD SUBPARAGRAPH 7.2.2 AS FOLLOWS:

A. 7.2.2 In order to facilitate the Architect's checking of the Contractor's quotations for extras or credits, all change order proposals from the Contractor, except those so minor that their propriety can be seen by inspection, shall be accompanied by a complete itemization of costs prepared by the Contractor including labor, materials and subcontracts. Labor and materials shall be itemized in the manner prescribed in this Article 7. Where major cost items are Subcontracts, they shall be itemized also. In no case will a change involving over $500.00 be approved without such itemization.

B. Add Subparagraph 7.2.3.1 as follows:

1. 7.2.2.1 The itemization referred to in Article 7.2.2 shall include at least the following: (1)

Quantities of Material (2) Unit cost of Materials (3)Total hours for each classification of labor (4) Hourly rates applicable for all labor classifications (5) Social Security, Old Age and Unemployment Insurance, (6) Contractor's allowance for overhead and profit (7) Total cost to Owner (8)Number of additional calendar days (if any) required to complete the change order

1.12 ARTICLE 7 7.3 CONSTRUCTION CHANGE DIRECTIVES DELETE SUBPARAGRAPH 7.3.3

IN ITS ENTIRETY AND SUBSTITUTE THE FOLLOWING AS NEW SUBPARAGRAPH 7.3.3:

A. 7.3.3 For extra work performed, the allowance for overhead and profit combined, included in the total cost to Owner, shall not exceed the following schedule:

1. To the Contractor for the work which he performs with his own forces, not to exceed ten-percent (10%) of his net additional cost for material and fifteen-percent (15%) of his net additional cost for labor and equipment.

2. To a Sub-Contractor for work which he performs with his own forces, not to exceed ten-percent (10%) of his net additional cost for material and fifteen-percent (15%) of his net additional cost for labor and equipment.

3. To the Contractor for work performed by his Sub-Contractors, not to exceed seven-one-half percent (7½%) of the amount due the Sub-Contractor.

4. If the net cost of a change results in a credit from the Contractor or Sub-Contractor, the credit given shall be the net cost without overhead or profit.

5. The "net cost" used herein shall mean the difference between all proper cost additions and deductions related to each item of work. The cost as used herein shall include all items of labor and material. Among items to be considered as overhead are time keepers, clerks, watchmen, small tools, incidental job burdens, and general office expenses.

B. The cost or credit to the Owner resulting from a change in the work shall be determined by mutual acceptance of a lump sum or unit prices completely itemized indicating separately:

1. Quantities of materials

2. Unit cost of materials

3. Total hours for each classification of labor

4. Hourly rates applicable for all labor classifications

5. Social Security, Old Age and Unemployment Insurance

6. Contractor's overhead and profit

7. Number of calendar days (if any) required to complete the additional work.

C. Revise Subparagraph 7.3.6 as follows:

1. In lines (6) and (7) at the end of the first sentence, delete the words "a reasonable allowance for overhead and profit" and substitute "an allowance for combined overhead and profit in accordance with subparagraph 7.3.3.

00 73 00 - 3 Supplementary Conditions

1.13 ARTICLE 9 - PAYMENTS AND COMPLETION 9.2 SCHEDULE OF VALUES DELETE AND

SUBSTITUTE THE FOLLOWING:

A. 9.2. Prior to the start of construction the Contractor shall submit a Schedule of Values listing all building components at a level of detail satisfactory to the Architect. All sub-contractors shall have separate listings for their sub-contractors and separate listings for each component at a level of detail satisfactory to the Architect. All listed components shall have separate categories for labor, material and equipment. Where a project is phased the Schedule of Values shall be detailed by phase. Where a project has separate distinct building areas the Architect may require that the Schedule of values be detailed by area. This proposed Schedule of Values shall be accompanied by a letter signed by an officer of the Contractor and certifying under penalty of fraud that the distribution of costs are true and accurate to the best of his or her knowledge and belief. A similar certification shall be submitted by each subcontractor covering his portion of the Schedule of Values. The Architect shall approve this Schedule of Values before any Application for Payment is processed.

1.14 ARTICLE 9 9.6 PROGRESS PAYMENTS ADD SUBPARAGRAPHS AS FOLLOWS:

A. 9.6.1.1 Until Substantial Completion, the Owner shall pay ninety-five (95%) percent of the amount certified by the Architect, holding the remaining five (5%) percent as retainage. At Substantial Completion and with the full knowledge and consent of the Contractor's Surety, retainage shall be reduced to an amount sufficient, in the Architect's opinion, to complete the Work should the Contractor default.

B. 9.6.1.2 Provided an Application for Payment is received by the Architect not later than the last day of the month, the Owner shall make payment to the Contractor not later than the last day of the following month. If an Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than thirty consecutive calendar days after the Architect receives the Application for Payment.

C. 9.6.1.3 Tennessee law makes provisions for the Owner to pay interest on the retainage withheld during construction. If requested by the Contractor at the start of construction the Owner will establish a separate interest bearing account at a financial institution agreeable to both parties and not co-mingled with any other funds. Each month the Owner will deposit the retainage amount as a lump sum in said account on the same day that payment is made to the Contractor. For information purposes, the Contractor shall be responsible for providing the Owner with a detailed cumulative monthly accounting as a separate attachment to each monthly pay request certifying the amounts of interest that will be distributed to him and each of his sub-contractors and material suppliers based on the prior month’s retainage withheld. The interest payment along with retainage withheld will be made upon Substantial Completion.

Should the Contractor fail to give notice or provide the Owner with this detailed monthly accounting then all interest expenses shall be the responsibility of the Contractor with no obligation on the part of the Owner.

1.15 ARTICLE 9 9.8 MODIFY SUBPARAGRAPH 9.8.1 AS FOLLOWS:

A. Add at end: To be considered substantially complete the only allowed deficiencies shall be minor in nature and shall not be such as to inconvenience the normal use and operation of the project.

1.16 ARTICLE 11 - INSURANCE AND BONDS 11.1 CONTRACTOR'S LIABILITY INSURANCE

ADD SUBPARAGRAPH 11.1.3.1 AS FOLLOWS:

A. 11.1.3.1 All insurance shall be purchased from companies authorized to do business in Tennessee and policies shall be acceptable to the Owner, Architect and Contractor. Before starting work, certificates of insurance shall be filed with Architect as well as Owner.

1.17 ARTICLE 11 11.1 ADD SUBPARAGRAPH 11.1.4 AS FOLLOWS:

A. 11.1.4 The Contractor shall provide insurance written for no less than the following coverages and limits:

1. Worker’s Compensation & Employer’s Liability shall be in accordance with the regulations of the State in which the contract is performed, but no less than the following:

a. Coverages “A” and “B”

00 73 00 - 4 Supplementary Conditions

2. Commercial General Liability

a. Each Occurrence Bodily Injury

b. and Property Damage Liability$1,000,000

c. Aggregate$1,000,000

d. Include the following:

1) Completed Operations

(a) Broad Form Comprehensive General Liability Endorsement - Personal

Injury, Broad Form Property Damage and Contractual Liability

(b) Coverages for Underground Hazard, Collapse and Explosion

3. Vehicular Insurance - include any auto, non-owned autos and hired autos

a. Auto Liability Combined Single Limit

b. Bodily Injury and Property Damage$1,000,000

c. Hired an Non-Owned Autos$1,000,000

4. Excess Liability - Umbrella

a. Each Occurrence$5,000,000

b. Aggregate$5,000,000

5. Hospitalization: All full time salaried employees of the Contractor or subcontractor who have worked full time for at least six months and are working on this project either in the office or in the field shall have hospitalization insurance. The contractor shall submit evidence of coverage prior to starting work on the project.

1.18 ARTICLE 11 11.2 OWNER'S LIABILITY INSURANCE DELETE TEXT OF PARAGRAPH 11.2.1

AS WRITTEN AND SUBSTITUTE THE FOLLOWING AS NEW PARAGRAPH 11.2.1:

A. 11.2.1 The Contractor (not the Owner) shall purchase and maintain until Substantial Completion Owners and Contractors Protective Liability (O.C.P). Insurance on behalf of the Owner and Contractor A.T.I.M.A., in the amount of $1,500,000.

1.19 ARTICLE 11 11.3 PROPERTY INSURANCE DELETE PARAGRAPH 11.3 AND SUBSTITUTE

THE FOLLOWING:

A. 11.3 Property Insurance: The Owner (not the Contractor) shall purchase and maintain until substantial Completion, Builder's Risk Insurance (not All Risk Insurance) in the amount of the initial Contract Sum plus any amounts added by Change Order. The insurance shall list and include as named insured the Owner, the Contractor, and all subcontractors. The Builder's Risk Insurance shall also provide coverage for portions of the Work in transit and for temporary storage of portions of the Work to the value approved by the Engineer in the Certificate for Payment. Coverage is to be written on a special perils form including theft of building materials.

1.20 ARTICLE 13 - MISCELLAENOUS PROVISIONS ADD PARAGRAPHS 13.8 THROUGH 13.16

AS FOLLOWS:

A. 13.8 COOPERATION Contractor and Sub-Contractors shall coordinate their work with adjacent work and cooperate with other trades so as to facilitate general progress of work.

Each trade shall afford other trades every reasonable opportunity for installation of their work and for storage of their materials.

B. 13.9 MANUFACTURER’S DIRECTIONS Manufactured articles, materials, and equipment shall be applied, installed, connected, erected, used, cleaned, conditioned in accordance with manufacturer’s printed directions, unless specified to contrary.

C. 13.10 TEMPORARY EASEMENTS Obtain consent of adjoining property Owners as needed for temporary easements or any other manner of physical encroachment.

D. 13.11 PROTECTION OF WORK

1. Provide constant protection against rain, wind, storm, freezing or heat so as to maintain work, materials, apparatus, fixtures free from injury or damage.

2. Protect excavation, trenches, building, from damage from rain water, spring water, ground water, backing up drains or sewers, other water. Provide pumps, equipment, enclosures to provide this protection.

3. Remove work damaged by failure to provide protection; replace with new work without extra cost to Owner.

00 73 00 - 5 Supplementary Conditions

E. 13.12 UTILITIES

1. When encountered in work or as indicated, protect existing active sewer, water, gas, electric, other utility services and structures. Where required for proper execution of work, relocate them as directed. If existing active services are not indicated but are encountered, require protection or relocation, request Architect in writing for determination, decisions. Do not proceed until written instructions are obtained.

2. When encountered in work, whether or not indicated to be removed, cap or plug or otherwise discontinue existing inactive sewer, water, gas, electric, other utility services, structures, which interfere with work execution.

3. Notify agencies or service utility companies having jurisdiction over specified utilities.

Protect, relocate, remove, or discontinue services as per their requirements.

F. 13.13 LABOR REQUIREMENTS Contractor and all Sub-Contractors employed on the work shall be required to conform to applicable labor laws of the state and various acts amendatory and supplementary thereto; and shall comply with all other laws and ordinances and legal requirements applicable thereto.

G. 13.14 OMNIBUS RECONCILIATION ACT The Contractor shall execute an amendment agreement to the contract relating to the access of certain records of the contracting party as required by Omnibus Reconciliation Act of 1980.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

01 30 00 - 1 Administrative Requirements

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. General administrative requirements.

B. Electronic document submittal service.

C. Progress meetings.

D. Submittals for review, information, and project closeout.

E. Number of copies of submittals.

F. Submittal procedures.

1.02 RELATED REQUIREMENTS

A. Section 01 70 00 - Execution and Closeout Requirements: Additional coordination requirements.

1.03 GENERAL ADMINISTRATIVE REQUIREMENTS

A. Comply with requirements of Section 01 70 00 - Execution and Closeout Requirements for coordination of execution of administrative tasks with timing of construction activities.

B. Make the following types of submittals to Architect:

1. Requests for Interpretation (RFI).

2. Requests for substitution.

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

10. Correction Punch List and Final Correction Punch List for Substantial Completion.

11. Closeout submittals.

1.04 PROJECT COORDINATION

A. Project Coordinator: Construction Manager.

B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field offices and sheds, for site access, traffic, and parking facilities.

C. During construction, coordinate use of site and facilities through the Project Coordinator.

D. Comply with Project Coordinator's procedures for intra-project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts.

E. Comply with instructions of the Project Coordinator for use of temporary utilities and construction facilities.

F. Coordinate field engineering and layout work under instructions of the Project Coordinator.

G. Make the following types of submittals to Architect through the Project Coordinator:

1. Requests for interpretation.

2. Shop drawings, product data, and samples.

3. Test and inspection reports.

4. Design data.

5. Manufacturer's instructions and field reports.

6. Applications for payment and change order requests.

7. Progress schedules.

8. Coordination drawings.

01 30 00 - 2 Administrative Requirements

9. Correction Punch List and Final Correction Punch List for Substantial Completion.

10. Closeout submittals.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTAL SERVICE

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF) format and transmitted via an Internet-based submittal service that receives, logs and stores documents, provides electronic stamping and signatures, and notifies addressees via email.

1. Besides submittals for review, information, and closeout, this procedure applies to requests for information (RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, Contractor's correction punchlist, and any other document any participant wishes to make part of the project record.

2. Contractor and Architect are required to use this service.

3. It is Contractor's responsibility to submit documents in PDF format.

4. Subcontractors, suppliers, and Architect's consultants will be permitted to use the service at no extra charge.

5. Users of the service need an email address, Internet access, and PDF review software that includes ability to mark up and apply electronic stamps (such as Adobe Acrobat, www.adobe.com, or Bluebeam PDF Revu, www.bluebeam.com), unless such software capability is provided by the service provider.

6. Paper document transmittals will not be reviewed; emailed PDF documents will not be reviewed.

7. All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts.

B. Submittal Service: The selected service is:

1. SharePoint as maintained by DH&W Architects.

3.02 PROGRESS MEETINGS

A. Project Coordinator will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

B. Attendance Required:

1. Contractor.

2. Owner.

3. Architect.

4. Contractor's Superintendent.

5. Major Subcontractors.

C. Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Maintenance of progress schedule.

7. Corrective measures to regain projected schedules.

8. Planned progress during succeeding work period.

9. Maintenance of quality and work standards.

10. Effect of proposed changes on progress schedule and coordination.

11. Other business relating to Work.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

01 30 00 - 3 Administrative Requirements

3.03 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:

1. Product data.

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

B. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents.

C. Samples will be reviewed only for aesthetic, color, or finish selection.

D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 78 00 - Closeout Submittals.

3.04 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

5. Manufacturer's instructions.

6. Manufacturer's field reports.

7. Other types indicated.

B. Submit for Architect's knowledge as contract administrator or for Owner. No action will be taken.

3.05 SUBMITTALS FOR PROJECT CLOSEOUT

A. Submit Correction Punch List for Substantial Completion.

B. Submit Final Correction Punch List for Substantial Completion.

C. When the following are specified in individual sections, submit them at project closeout:

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Bonds.

5. Other types as indicated.

D. Submit for Owner's benefit during and after project completion.

3.06 NUMBER OF COPIES OF SUBMITTALS

A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.

B. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect.

1. After review, produce duplicates.

2. Retained samples will not be returned to Contractor unless specifically so stated.

C. Color Samples: Two (2) copies of all color samples or chartgs are to be provided in hard copy and digital.

3.07 SUBMITTAL PROCEDURES

A. Shop Drawing Procedures:

1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting the Contract Documents and coordinating related Work.

2. Generic, non-project specific information submitted as shop drawings do not meet the requirements for shop drawings.

01 30 00 - 4 Administrative Requirements

B. Transmit each submittal with a copy of approved submittal form.

C. Transmit each submittal with approved form.

D. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix.

E. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy.

F. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents.

G. Schedule submittals to expedite the Project, and coordinate submission of related items.

H. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor.

I. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work.

J. Provide space for Contractor and Architect review stamps.

K. When revised for resubmission, identify all changes made since previous submission.

L. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements.

M. Submittals not requested will not be recognized or processed.

01 50 00 - 1 Temporary Facilities and Controls

SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Temporary Controls: Barriers, enclosures, and fencing.

B. Security requirements.

C. Waste removal facilities and services.

1.02 RELATED REQUIREMENTS

A. Section 01 35 53 - Security Procedures.

1.03 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Provide barricades and covered walkways required by governing authorities for public rights-of-way and for public access to existing building.

C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.04 FENCING

A. Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates with locks.

1.05 SECURITY - SEE SECTION 01 35 53

A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft.

1.06 WASTE REMOVAL

A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

B. Provide containers with lids. Remove trash from site periodically.

C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction.

D. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids.

1.07 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial Completion inspection.

B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated.

C. Clean and repair damage caused by installation or use of temporary work.

D. Restore existing facilities used during construction to original condition.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

01 60 00 - 1 Product Requirements

SECTION 01 60 00

PRODUCT REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Transportation, handling, storage and protection.

B. Product option requirements.

C. Maintenance materials, including extra materials, spare parts, tools, and software.

1.02 RELATED REQUIREMENTS

A. Section 01 61 16 - Volatile Organic Compound (VOC) Content Restrictions: Requirements for VOC-restricted product categories.

1.03 SUBMITTALS

A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns.

PART 2 PRODUCTS

2.01 NEW PRODUCTS

A. Provide new products unless specifically required or permitted by the Contract Documents.

B. Where all other criteria are met, Contractor shall give preference to products that:

1. If used on interior, have lower emissions, as defined in Section 01 61 16.

2. If wet-applied, have lower VOC content, as defined in Section 01 61 16.

3. Have a published GreenScreen Chemical Hazard Analysis.

2.02 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description.

B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed.

C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:

Submit a request for substitution for any manufacturer not named.

2.03 MAINTENANCE MATERIALS

A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections.

B. Deliver to Project site; obtain receipt prior to final payment.

PART 3 EXECUTION

3.01 SUBSTITUTION PROCEDURES

A. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents.

B. A request for substitution constitutes a representation that the submitter:

1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product.

2. Agrees to provide the same warranty for the substitution as for the specified product.

01 60 00 - 2 Product Requirements

3. Agrees to coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner.

4. Waives claims for additional costs or time extension that may subsequently become apparent.

3.02 TRANSPORTATION AND HANDLING

A. Package products for shipment in manner to prevent damage; for equipment, package to avoid loss of factory calibration.

B. If special precautions are required, attach instructions prominently and legibly on outside of packaging.

C. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials.

D. Transport and handle products in accordance with manufacturer's instructions.

E. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas.

F. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.

G. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage, and to minimize handling.

H. Arrange for the return of packing materials, such as wood pallets, where economically feasible.

3.03 STORAGE AND PROTECTION

A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication.

B. Store and protect products in accordance with manufacturers' instructions.

C. Store with seals and labels intact and legible.

D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product.

E. For exterior storage of fabricated products, place on sloped supports above ground.

F. Provide bonded off-site storage and protection when site does not permit on-site storage or protection.

G. Protect products from damage or deterioration due to construction operations, weather, precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other contaminants.

H. Comply with manufacturer's warranty conditions, if any.

I. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

J. Prevent contact with material that may cause corrosion, discoloration, or staining.

K. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.

L. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.

01 70 00 - 1 Execution and Closeout Requirements

SECTION 01 70 00

EXECUTION AND CLOSEOUT REQUIREMENTS

PART 1 GENERAL

1.01 RELATED REQUIREMENTS

A. Section 07 84 00 - Firestopping.

1.02 QUALIFICATIONS

A. For surveying work, employ a land surveyor registered in the State in which the Project is located and acceptable to Architect. Submit evidence of surveyor's Errors and Omissions insurance coverage in the form of an Insurance Certificate. Employ only individual(s) trained and experienced in collecting and recording accurate data relevant to ongoing construction activities,

1.03 PROJECT CONDITIONS

A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases.

PART 2 PRODUCTS

2.01 PATCHING MATERIALS

A. New Materials: As specified in product sections; match existing products and work for patching and extending work.

B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard.

C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 60 00 - Product Requirements.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work.

Start of work means acceptance of existing conditions.

B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached.

C. Examine and verify specific conditions described in individual specification sections.

D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication.

E. Verify that utility services are available, of the correct characteristics, and in the correct locations.

F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions.

3.02 PREPARATION

A. Clean substrate surfaces prior to applying next material or substance.

B. Seal cracks or openings of substrate prior to applying next material or substance.

C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond.

3.03 LAYING OUT THE WORK

A. Verify locations of survey control points prior to starting work.

B. Promptly notify Architect of any discrepancies discovered.

01 70 00 - 2 Execution and Closeout Requirements

C. Protect survey control points prior to starting site work; preserve permanent reference points during construction.

D. Promptly report to Architect the loss or destruction of any reference point or relocation required because of changes in grades or other reasons.

E. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Architect.

F. Utilize recognized engineering survey practices.

G. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means:

1. Site improvements including pavements; stakes for grading, fill and topsoil placement;

utility locations, slopes, and invert elevations; and ________.

2. Grid or axis for structures.

3. Building foundation, column locations, ground floor elevations, and ________.

H. Periodically verify layouts by same means.

I. Maintain a complete and accurate log of control and survey work as it progresses.

3.04 GENERAL INSTALLATION REQUIREMENTS

A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement.

B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.

C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated.

D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated.

E. Make neat transitions between different surfaces, maintaining texture and appearance.

3.05 CUTTING AND PATCHING

A. Whenever possible, execute the work by methods that avoid cutting or patching.

B. Perform whatever cutting and patching is necessary to:

1. Complete the work.

2. Fit products together to integrate with other work.

3. Provide openings for penetration of mechanical, electrical, and other services.

4. Match work that has been cut to adjacent work.

5. Repair areas adjacent to cuts to required condition.

6. Repair new work damaged by subsequent work.

7. Remove samples of installed work for testing when requested.

C. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition.

D. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces.

E. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval.

F. Restore work with new products in accordance with requirements of Contract Documents.

G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

H. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 07 84 00, to full thickness of the penetrated element.

I. Patching:

1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire

01 70 00 - 3 Execution and Closeout Requirements unit.

2. Match color, texture, and appearance.

3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish.

3.06 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition.

B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space.

C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust.

D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury.

3.07 PROTECTION OF INSTALLED WORK

A. Protect installed work from damage by construction operations.

B. Provide special protection where specified in individual specification sections.

C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage.

D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.

E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials.

F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer.

G. Remove protective coverings when no longer needed; reuse or recycle coverings if possible.

3.08 ADJUSTING

A. Adjust operating products and equipment to ensure smooth and unhindered operation.

3.09 FINAL CLEANING

A. Use cleaning materials that are nonhazardous.

B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces.

C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment.

D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned.

E. Clean filters of operating equipment.

F. Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, drainage systems, and ______.

G. Clean site; sweep paved areas, rake clean landscaped surfaces.

H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site;

dispose of in legal manner; do not burn or bury.

3.10 CLOSEOUT PROCEDURES

A. Make submittals that are required by governing or other authorities.

B. Accompany Project Coordinator on preliminary inspection to determine items to be listed for completion or correction in the Contractor's Correction Punch List for Contractor's Notice of

01 70 00 - 4 Execution and Closeout Requirements

Substantial Completion.

C. Notify Architect when work is considered ready for Architect's Substantial Completion inspection.

D. Submit written certification containing Contractor's Correction Punch List, that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect's Substantial Completion inspection.

E. Conduct Substantial Completion inspection and create Final Correction Punch List containing Architect's and Contractor's comprehensive list of items identified to be completed or corrected and submit to Architect.

F. Correct items of work listed in Final Correction Punch List and comply with requirements for access to Owner-occupied areas.

G. Notify Architect when work is considered finally complete and ready for Architect's Substantial Completion final inspection.

H. Complete items of work determined by Architect listed in executed Certificate of Substantial Completion.

02 41 00 - 1 Demolition

SECTION 02 41 00

DEMOLITION

PART 1 GENERAL

1.01 SECTION INCLUDES

A.…