hinds county courthouse raymond, ms 2015 cdbg … · replacement, restroom alterations and repairs,...
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HINDS COUNTY COURTHOUSE RAYMOND, MS
2015 CDBG PUBLIC FACILITIES ADA RENOVATIONS Raymond, Mississippi
PROJECT MANUAL
July 26, 2017 BSA Project No. 1602
Belinda Stewart Architects, P.A.
61 N. Dunn St / P.O. Box 867
Eupora, Mississippi 39744
662.258.6405 & 662.258.6452 fax
HINDS COUNTY COURTHOUSE RAYMOND, MS
2015 CDBG PUBLIC FACILITIES ADA RENOVATIONS Raymond, Mississippi
HINDS COUNTY BOARD OF SUPERVISORS BIDS WANTED FOR THE CDBG PUBLIC FACILITIES ADA RENOVATION OF THE HINDS COUNTY COURTHOUSE IN RAYMOND, MS STATE OF MISSISSIPPI COUNTY OF HINDS Bids will be received by Hinds County Board of Supervisors on the CDBG PUBLIC FACILITIES ADA RENOVATION OF THE HINDS COUNTY COURTHOUSE IN RAYMOND, MS, by Sealed Bidding Process on Tuesday, August 15, 2017 at 10:00 AM CDT. Specifications and drawings are available at the office of BELINDA STEWART ARCHITECTS, PA 61 North Dunn Street, P.O. Box 867 Eupora, MS 39744 662.258.6405 & 662.258.6452 fax [email protected] Principal items of work include concrete ramp and floor construction, door, hardware, and threshold replacement, restroom alterations and repairs, new signage, new railings, misc. metal construction, and related ADA upgrades and restoration. Sealed Bid Packages must be submitted with one original and four copies and will be due at the office of Eddie Jean Carr, Hinds County Chancery Clerk, Second Floor, 316 South President Street, Jackson, MS 39205 no later than Tuesday, August 15, 2017 before 10:00 AM CDT. Bid Packages shall be enclosed in an envelope clearly labeled with BID: CDBG PUBLIC FACILITIES ADA RENOVATION OF THE HINDS COUNTY COURTHOUSE IN RAYMOND, MS, your Company Name, address and the date completed. Bids shall show the Contractor's Certificate of Responsibility Number on the Bid envelope. All Specification Proposal and scope of work Sheets must be attached to this proposal. Specification submittals must indicate any exceptions to the specifications, as well as any option packages or prepayment discounts. Bidder must be qualified under Mississippi Law and show current Certificate of Responsibility issued by the Mississippi State Board of Public Contractors establishing their classification as to the value and type of construction on which they are authorized to bid. The Hinds County Board of Supervisors shall have the authority and discretion to determine whether a proposal is responsive to this statement of intent. BID CONFORMATION Any Bid package, which fails to conform to the essential requirements of the specifications, shall be rejected. In discretionary cases, the Hinds County Board of Supervisors shall be the determining factor in whether specifications are met. Bid Response Packages must be answered completely and as per the specifications or they will automatically be rejected. An individual duly authorized to bind the bidder must sign each Specification Response package. Prices must include all material, labor, applicable permits and all shipping and freight costs. Bids must meet or exceed all plans and specifications.
Do not submit any prices with your Specification Response Package for projects or items not included in the specifications. It is the intention of the County to award this bid to the overall lowest and best bidder meeting specifications. Sales Taxes and federal excise tax are not to be included in the bid price. MINORITY PARTICIPATION: IT IS THE INTENT OF HINDS COUNTY, MISSISSIPPI, in the interest of providing equal opportunity and participation to all segments of the community, to achieve a goal of minority participation in all activities and projects constructed or sponsored by Hinds County. In furtherance of this (30%) minority/minority business participation in connection with all services/commodities provided in connection with this activity/project. It is the intent of Hinds County that this participation be construed to mean that at least thirty percent (30%) of the compensation paid by Hinds County for the services/commodities rendered in connection with this activity/project. Pursuant to State law, "minority business" is defined as a business, which is owned by a person who is a citizen or lawful permanent resident of the United States and who is: (i) Black: having origins in any of the black racial groups of Africa. (ii) Hispanic: of Mexican, Puerto Rican, Central or South American, or other Spanish or Portuguese culture or origin, regardless of race. (iii) Asian American: having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands. (iv) American Indian or Alaskan Native: having origins in any of the original people of North America. This project is covered by HUD Section 3 requirements as set forth in 24 CFR 135 of the federal regulations. In order to comply with these requirements, Section 3 Business Concerns are solicited to bid on this contract as prime contractors and are encouraged to make inquiries regarding potential subcontracting opportunities to Section 3 Business Concerns. Preference may be given to a certified Section 3 Business located near the project area as noted in the Section 3 Clause of these specifications.
The County hereby notifies all Bidders that it will affirmatively insure that in any contract entered into pursuant to this notice, disadvantaged, and women's business enterprises will be afforded the full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, colors, or national origin in consideration for an award. The Hinds County Board of Supervisors furthers its support of Fair Housing and Equal Opportunity for all individuals. The Hinds County Board of Supervisors reserves the right to reject any and all bids. The Hinds County Board of Supervisors will select the overall lowest and best bid; and reserves the right to accept bids based on the total evaluated bid. The Contract will be awarded to the responsible bidder submitting the lowest and the best-evaluated bid complying with the specifications. Eddie Jean Carr, Chancery Clerk
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA RenovationsBSA Job No. 1602
Table of Contents 000010 1
SECTION 0000 10
TABLE OF CONTENTS
DIVISION 0 – INTRODUCTORY INFORMATION, BIDDING, & CONTRACTING REQUIREMENTS
00 0000 Invitation for Bids
00 0010 Table of Contents
00 0015 List of Drawings
00 2113 Instructions to Bidders
00 4100 Bid Form
00 5200 Agreement Form
00 7200 General Conditions
00 7300 Supplementary Conditions
DIVISION 1 – GENERAL REQUIREMENTS
01 1000 Summary
01 2000 Price and Payment Procedures (CDBG Labor Requirements)
01 2300 Alternates
01 3000 Administrative Requirements
01 3216 Construction Progress Schedule
01 4000 Quality Requirements
01 4216 Definitions
01 5000 Temporary Facilities & Controls
01 6000 Product Requirements
01 7000 Execution and Closeout Requirements
01 7800 Closeout Submittals
01 7900 Demonstration and Trailing
DIVISION 2 – EXISTING CONDITIONS
02 2140 Restoration and Renovation Techniques
DIVISION 3 – CONCRETE
03 3000 Cast-in-place Concrete
DIVISION 5 – METALS
05 5213 Pipe and Tube Railings
05 5305 Gratings and Floor Plates
DIVISION 6– WOODS AND PLASTICS
061000 Rough Carpentry
06 2000 Finish Carpentry
06 4100 Architectural Wood Casework
DIVISION 7– THERMAL AND MOISTURE PROTECTION
07 9005 Joint Sealers
DIVISION 8 – OPENINGS
08 1113 Hollow Metal Doors
08 1416 Flush Wood Doors
08 1433 Stile and Rail Wood Doors
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA RenovationsBSA Job No. 1602
Table of Contents 000010 2
08 4229 Automatic Entrances
08 7100 Door Hardware
08 8000 Glazing
DIVISION 9 – FINISHES
09 3000 Tiling
09 6340 Stone Flooring
09 9000 Painting and Coating
09 9120 Pavement Marking
09 9300 Staining and Transparent Finishing
DIVISION 10 – SPECIALTIES
10 4000 Signage
10 2113.16 Plastic Laminate Clad Toilet Compartments
10 2800 Toilet, Bath and Laundry Accessories
DIVISION 12 – FURNISHINGS
12 3553.13 Metal Casework
12 3600 Countertops
DIVISION 22 – PLUMBING
22 4000 Plumbing Fixtures
DIVISION 32 – SITEWORK
32 9219 Seeding
END OF SECTION
LIST OF DRAWINGS
Hinds County Courthouse Raymond, MS 2015 CDBG (BSA #1602) Public Facilities ADA Renovations
LIST OF DRAWINGS
Cover Sheet
G0.0 SEQUENCE PLAN
A0.0 GENERAL NOTES
A0.1 SITE PLAN A0.2 ENLARGED SITE PLAN A0.3 SITE DETAILS A0.4 SITE DETAILS A0.5 SITE DETAILS A0.6 SITE DETAILS A1.1 FIRST FLOOR PLAN A1.2 SECOND FLOOR PLAN A1.3 ANNEX FLOOR PLAN A4.1 DOOR SCHEDULE A4.2 DOOR SCHEDULE A4.3 SIGNAGE SCHEDULE A4.4 SIGNAGE A5.1 ENLARGED PLAN A5.3 RESTROOM DETAILS A5.4 ENLARGED PLANS & DETAILS A5.5 ENLARGED PLANS A5.6 ANNEX ENTRY DOOR
A5.7 ENLARGED PLANS & ELEVATIONS A5.8 ENLARGED PLANS & ELEVATIONS A8.1 DETAILS A8.2 DETAILS
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
00 2113 - 1 INSTRUCTIONS TOBIDDERS
SECTION 00 2113INSTRUCTIONS TO BIDDERS
SUMMARY1.01 DOCUMENT INCLUDES
A. Invitation1. Bid Submission2. Intent3. Work Identified in the Contract Documents4. Contract Time
B. Bid Documents and Contract Documents1. Definitions2. Availability3. Examination4. Inquiries/Addenda5. Product/Assembly/System Substitutions
C. Site Assessment1. Site Examination2. Prebid Conference
D. Bid SubmissionE. Bid Enclosures/Requirements
1. Security Deposit2. Consent of Surety3. Performance Assurance4. Insurance5. Bid Form Requirements6. Bid Form Signature7. Additional Bid Information8. Selection and Award of Alternates
F. Offer Acceptance/Rejection1. Duration of Offer2. Acceptance of Offer
1.02 RELATED DOCUMENTSA. Document 00 1113 - Advertisement for Bids.B. Document 00 3100 - Available Project Information.C. Document 00 4100 - Bid Form.D. Document 00 7000 - General Conditions: AIA Document A201, 2007 EditionE. Document 00 7300 - Supplementary Conditions:
INVITATION2.01 BID SUBMISSION
A. Bids signed , executed, and dated will be received at the Office of Eddie Jean Carr, HindsCounty Chancery Clerk, Second Floor at 316 South President Street, Jackson, MS 39205before 10:00 a.m. local standard time on the 15th day of August, 2017.
B. Offers submitted after the above time shall be returned to the bidder unopened.C. Offers will be opened publicly immediately after the time for receipt of bids.
1. Bidder representatives are invited; however, attendance is not mandatory.
00 2113 - 2 INSTRUCTIONS TO BIDDERS
2.02 INTENTA. The intent of this Bid request is to obtain an offer to perform work to complete the Hinds County
Courthouse - Raymond, MS located at 127 Main St., Raymond, MS 39154 for a Stipulated Sumcontract, in accordance with the Contract Documents.
2.03 WORK IDENTIFIED IN THE CONTRACT DOCUMENTSA. Work of this proposed Contract comprises site development, renovation, and demolition,
including general construction and ADA upgrade Work.2.04 CONTRACT TIME
A. Perform the Work in 150 calendar days. BID DOCUMENTS AND CONTRACT DOCUMENTS3.01 DEFINITIONS
A. Bid Documents: Project Manual, Drawings and all issued Addenda.B. Bid, Offer, or Bidding: Act of submitting an offer under seal.C. Bid Amount: Monetary sum identified by the Bidder in the Bid Form.
3.02 CONTRACT DOCUMENTS IDENTIFICATIONA. The Contract Documents are identified as Project Number 1602, as prepared by Architect , and
with contents as identified in the Project Manual.3.03 AVAILABILITY
A. Bid Documents may be obtained at the office of Architect which is located atwww.bsaplanroom.com.
B. One sets of Bid Documents can be obtained by bidders upon receipt of a refundable deposit,by certified check, in the amount of $75 for one set.
C. Deposit will be refunded if Bid Documents are returned complete, undamaged, unmarked andreusable, within 7 days of bid submission. Failure to comply will result in forfeiture of deposit.
D. Bid Documents are made available only for the purpose of obtaining offers for this project. Their use does not grant a license for other purposes.
3.04 EXAMINATIONA. Bid Documents may be viewed at the office of Belinda Stewart Architects located at 61 North
Dunn Street, Eupora, MS 39744B. Upon receipt of Bid Documents verify that documents are complete. Notify Architect should the
documents be incomplete.C. Immediately notify Architect upon finding discrepancies or omissions in the Bid Documents.
3.05 INQUIRIES/ADDENDAA. Any Addenda to the Drawings or Project Manual issued before or during the time of bidding
shall be included in the proposal and become part of the contract. The Proposal Form will haveample space to indicate acknowledgement of receipt. When completing the Proposal Form, theBidder shall list the Addendum number and the date received in spaces provided.
B. Verbal answers are not binding on any party.C. Clarifications requested by bidders must be in writing not less than 2 working days before date
set for receipt of bids. The reply will be in the form of an Addendum, a copy of which will beforwarded to known recipients and bidders.
3.06 PRODUCT/ASSEMBLY/SYSTEM SUBSTITUTIONSA. Substitutions will not be permitted or accepted prior to Bid.B. See Section 01 6000 - Product Requirements for additional requirements.
00 2113 - 3 INSTRUCTIONS TO BIDDERS
SITE ASSESSMENT4.01 SITE EXAMINATION
A. At the time of bid opening, each Bidder will be presumed to have inspected the site, read andbecame thoroughly familiar with the Drawings and Project Manual, including all issuedAddenda.1. Acknowledgement of site visit shall be acknowledged on Bid Form.
B. The bidder may contact Belinda Stewart Architects, P.A at the following address and phonenumber in order to arrange a date and time to visit the project site: . Phone: 662-258-6405.
4.02 PREBID CONFERENCEA. A non-mandatory pre-bid conference is scheduled for 10:30 a.m. on Tuesday the 9th day of
August at the jobsite.B. All general contractors, subcontractors and supplies are encouraged to attend.C. Representatives of Architect will be in attendance.D. Information relevant to the Bid Documents will be recorded in an Addendum, will be issued to
Bid Document recipients.QUALIFICATIONS5.01 EVIDENCE OF QUALIFICATIONS
A. To demonstrate qualification for performing the Work of this Contract, bidders may berequested to submit written evidence of financial position and previous experience, license toperform work in the State.
5.02 SUBCONTRACTORS/SUPPLIERS/OTHERSA. Refer to General Conditions.
BID SUBMISSION6.01 SUBMISSION PROCEDURE
A. Bidders shall be solely responsible for the delivery of their bids in the manner and timeprescribed.
B. A bid must be mailed or delivered to the addresses indicated on the Advertisement for Bids priorto the time and date stated. Bids shall be submitted in duplicate and sealed in an opaqueenvelope marked, as follows:
Name of Company(As it appears in the current Mississippi StateBoard of Contractors Roster)
(Bid shall be mailed to:) or delivered to The Office of Eddie Jean Carr Hinds County Chancery Clerk, Second Floor 316 South President Street Jackson, Mississippi 39205
(In lower left hand corner)Bid for (Project Title): ________________________________Certificate of Responsibility #: ___________________
C. If the Bid is mailed, the bid envelope shall be placed inside a second envelope to preventinadvertent premature opening of the Proposal.
D. MODIFICATION TO BID: A bidder may modify the bid prior to the scheduled closing timeindicated in the Advertisement for Bids in the following manner:
00 2113 - 4 INSTRUCTIONS TO BIDDERS
1. Notification on Envelope: A modification may be written on the outside of the sealedenvelope containing the bid.
2. Facsimile: A facsimile (fax) will not be acceptable.E. Improperly completed information, irregularities in security deposit, may be cause not to open
the Bid Form envelope and declare the bid invalid or informal.6.02 BID INELIGIBILITY
A. Bids that are unsigned, improperly signed or sealed, conditional, illegible, obscure, containarithmetical errors, erasures, alterations, or irregularities of any kind, will at the discretion of theOwner, be declared unacceptable.
B. Bid Forms, Appendices, and enclosures that are improperly prepared may, at the discretion ofOwner, be declared unacceptable.
C. Failure to provide security deposit, bonding or insurance requirements will, at the discretion ofOwner, invalidate the bid.
D. Failure to include Certificate of Responsibility Number.BID ENCLOSURES/REQUIREMENTS7.01 SECURITY DEPOSIT
A. Bids shall be accompanied by a security deposit in the form of a Bid Bond, or a Certified Check.1. Bid Bond: The Bidder may submit a Bid Bond by a Surety licensed in the State of
Mississippi in the amount of (5%) of the base bid. The Bid Bond shall duly be executed bythe Bidder, the Surety and a Mississippi resident agent. (No standard form is required forthe Bid Bond.)
2. Power of Attorney: Each bid security must be accompanied by an appropriate Power ofAttorney. No Power of Attorney is necessary with a certified check.
B. Endorse the Bid Bond in the name of the Owner as obligee, signed and sealed by the principal(Contractor) and surety.
C. If no contract is awarded, all security deposits will be returned.7.02 BID FORM REQUIREMENTS
A. Complete all requested information in the Bid Form.7.03 BID FORM SIGNATURE
A. The Bid Form shall be signed by the bidder, as follows:1. Sole Proprietorship: Signature of sole proprietor in the presence of a witness who will also
sign. Insert the words "Sole Proprietor" under the signature. 2. Partnership: Signature of all partners in the presence of a witness who will also sign.
Insert the word "Partner" under each signature. 3. Corporation: Signature of a duly authorized signing officer(s) in their normal signatures.
Insert the officer's capacity in which the signing officer acts, under each signature. If thebid is signed by officials other than the president and secretary of the company, or thepresident/secretary/treasurer of the company, a copy of the by-law resolution of their boardof directors authorizing them to do so, must also be submitted with the Bid Form in the bidenvelope.
4. Joint Venture: Each party of the joint venture shall execute the Bid Form in a mannerappropriate to such party as described above, similar to the requirements of a Partnership.
7.04 ACCEPTANCE OF OFFER AND AWARD OF ALTERNATIVESA. The Owner reserves the right to reject any, or all bids. A contract will be awarded on the basis of
the low base bid, or low combination of base and those alternates selected by the Owner in anyorder determined to be in the best interest of the Owner and which produces a total withinavailable funds.
00 2113 - 5 INSTRUCTIONS TO BIDDERS
7.05 DURATION OF OFFERA. Bids shall remain open to acceptance and shall be irrevocable for a period of sixty (60) days
after the bid closing date.END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
00 4100 - 1 BID FORM
SECTION 00 4100BID FORM
TO:OWNEROFFICE OF EDDIE JEAN CARR, HINDS COUNTY CHANCERY CLERK, SECOND FLOOR316 SOUTH PRESIDENT STREETJACKSON, MS 39205FOR:
1.01 PROJECT: HINDS COUNTY COURTHOUSE RAYMOND, MS 2015 CDBG PUBLIC FACILITIESADA RENOVATIONSSUBMITTED BY:
Bidding Company's Full Name:________________________________________________________OFFER:BASE BID
Having examined the Place of The Work and all matters referred to in the Instructions toBidders and the Contract Documents prepared by Belinda Stewart Architects, PA for theabove mentioned project, we, the undersigned, hereby offer to enter into a Contract toperform the Work for the Sum of:________________________________________________________________________ Dollars ($______________________).
ALTERNATESAlternate No. 1: ( x ) Adds ( ) Deducts_______________________________________________________________________ Dollars ($______________________).Description: Restoration work of the men and women's restroom on the main floor of theAnnex building as described on A5.3 & A5.5Base Bid: No work shall be performed in the restrooms in the Annex building.
Alternate No. 2: ( x ) Adds ( ) Deducts________________________________________________________________________ Dollars ($______________________).Description: Perform all work described on A5.7 & A5.8 for the Chancery Clerk's Office tobring the office and adjacent records room into ADA compliance.Base Bid: The only work to be performed in the Chancery Clerk's Office shall be of andrelating to modifying the counter to meet ADA compliance.
Alternate No. 3: (X) Adds ( ) Deducts________________________________________________________________________ Dollars ($______________________).Description: Replace existing door hardware, widen door frames, and install new doorswhere indicated in the Courthouse.
Alternate No. 4: (X) Adds ( ) Deducts________________________________________________________________________ Dollars ($______________________).Description: Replace existing door hardware, widen door frames, and install new doorswhere indicated in the Annex.
00 4100 - 2 BID FORM
We have included the required security Bid Bond as required by the Instruction to Bidders.All applicable federal taxes are included and State of Mississippi taxes are included in theBid Sum.
ACCEPTANCEThis offer shall be open to acceptance and is irrevocable for sixty days from the bid closingdate.If this bid is accepted by Owner within the time period stated above, we will:
Execute the Agreement within 30 days of receipt of Notice of Award.Furnish the required bonds within 30 days of receipt of Notice of Award.Commence work within 15 days after written Notice to Proceed of this bid.
If this bid is accepted within the time stated, and we fail to commence the Work or we failto provide the required Bond(s), the security deposit shall be forfeited as damages toOwner by reason of our failure, limited in amount to the lesser of the face value of thesecurity deposit or the difference between this bid and the bid upon which a Contract issigned.In the event our bid is not accepted within the time stated above, the required securitydeposit shall be returned to the undersigned, in accordance with the provisions of theInstructions to Bidders; unless a mutually satisfactory arrangement is made for its retentionand validity for an extended period of time.
CONTRACT TIMEIf this Bid is accepted, we will:Complete the Work in 150 calendar days from Notice to Proceed.
ADDENDA ACKNOWLEDGEMENT:The following Addenda have been received:
Addendum # _______ Dated _____________________Addendum # _______ Dated _____________________Addendum # _______ Dated _____________________Addendum # _______ Dated _____________________
ACCEPTANCE:I certify that I am authorized to enter into a binding contract, if this Proposal is accepted.Signature ________________________________________ Date ____________Name and Title (Print)________________________________________________________________Full Name of Company________________________________________________________________Address ________________________________________________________________City / State / Zip Code________________________________________________________________Phone: _____________________ Fax _______________________E-Mail: ________________________________________________Certificate of Responsibility Number(s): ______________________________________________
END OF BID FORM
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
00 5200 - 1 AGREEMENT FORM
SECTION 00 5200AGREEMENT FORM
PART 1 GENERAL1.01 FORM OF AGREEMENT
A. The Contract Agreement to be executed for this project shall be AIA Document A101, StandardForm of Agreement between Owner and Contractor for use where the basis of payment is astipulated sum (fixed price).
B. Contractors are presumed to be familiar with this AIA Document A101.1.02 RELATED REQUIREMENTS
A. Section 00 7200 - General Conditions.B. Section 00 7300 - Supplementary Conditions.C. Section 01 4216 - Definitions.
1.03 SPECIAL PROVISIONS AND REGULATIONS STIPULATED BY THE U.S. DEPARTMENT OFHOUSING AND URBAN DEVELOPMENT (HUD) COMMUNITY DEVELOPMENT BLOCK GRANT(CDBG) PROGRAM: (SEE FULL DOCUMENT FOLLOWING THIS PAGE).
1.04 SECTION 3 PROJECT PLAN: (SEE FULL DOCUMENT FOLLOWING SPECIAL PROVISIONSAND REGULATIONS DOCUMENTS).
END OF AGREEMENT FORM
SPECIAL PROVISIONS AND REGULATIONS STIPULATED BY
THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD)
COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROGRAM
For the purpose of clarification, “Contracted Party” shall refer to the firm providing professional services
to the Grantee as specified in the contract to which this document is attached.
1. Access of Grantee, State of Mississippi, HUD and Others to CDBG Documents, Papers, and
Books
The Contracted Party agrees to allow the Grantee, State of Mississippi, HUD, the Comptroller
General of the United States, and any of their duly authorized representatives access to any books,
documents, papers, and records of the Contracted Party which are directly pertinent to the CDBG
Program for the purpose of making audits, examinations, excerpts, and transcriptions.
2. Termination of Contract For Cause
If, through any cause, the Contracted Party shall fail to fulfill in timely and proper manner, his
obligations under this Contract, or if the Engineer shall violate any of the covenants, agreements,
or stipulations of this Contract, the Grantee shall thereupon have the right to terminate this
Contract by giving written notice to the Contracted Party of such termination and specifying the
effective date of such termination. In such event, all finished or unfinished documents, data,
studies, and reports prepared by the Contracted Party shall entitle the Contracted Party's receipt of
just and equitable compensation for any satisfactory work completed on such documents.
Notwithstanding the above, the Contracted Party shall not be relieved of liability to the Grantee
for damages sustained or the Grantee by virtue of any breach of the Contract by the Contracted
Party. The Owner may withhold any payments to the Contracted Party for the purpose of set off
until such time as the exact amount of damages due the Grantee from the Contracted Party is
determined.
3. Termination for Convenience of the Grantee
The Grantee may terminate this Contract any time by a notice in writing from the Grantee to the
Contracted Party. If the Contract is terminated by the Owner as provided herein, the Contracted
Party will be paid an amount which bears the same ratio to the total compensation as the services
actually performed bear to the total services of the Contracted Party covered by this Contract, less
payments of compensation previously made provided that if less than sixty percent of the services
covered by this Contract have been performed upon the effective date of such termination, the
Contracted Party shall be reimbursed (in addition to the above payment) for that portion of actual
out-of-pocket expenses (not otherwise reimbursed under this Contract) incurred by the Contracted
Party during the Contract period which are directly attributable to the incomplete portion of the
services covered by this Contract.
4. Records
The subrecipient shall maintain all records required by the federal regulations specified in 24
CFR 570.506 that are pertinent to the activities to be funded under this agreement. Such records
shall include but not be limited to:
a. Records providing a full description of each activity undertaken;
b. Records demonstrating that each activity undertaken meets one of the National Objectives of
the CDBG program;
c. Records required to determine the eligibility of activities;
d. Records required to document the acquisition, improvement, use or disposition of real
property acquired or improved with CDBG assistance;
e. Records documenting compliance with the equal opportunity components of the CDBG
program;
f. Financial records as required by 24 CFR 570.502 and 24 CFR 84.21-28; and,
g. Other records necessary to document compliance with Subpart K of 24 CFR Part 570.
All records required to be kept on the project shall be maintained for at least three years after final
payments and until all other pending matters under the grant are closed.
5. Health and Safety Standards
All parties participating in this project agree to comply with Section 107 of the Contract Work
Hours and Safety Standards Act. Section 107 of the Act is applicable to construction work and
provides that no laborer or mechanic shall be required to work in surroundings or under working
conditions, which are unsanitary, hazardous, or dangerous to his health and safety as determined
under construction, safety, and health standards promulgated by the Secretary of Labor. These
requirements do not apply to the purchase of supplies or materials or articles ordinarily available
on the open market, or contracts for transportation.
6. Environmental Compliance
Contracts, subcontracts, and subgrants of amounts in excess of $100,000.00 shall contain a
provision which requires compliance with all applicable standards, orders, or requirements issued
under Section 306 of the Clean Air Act (42 U.S.C. 1957 (h)), Section 508 of the Clean Water Act
(33 U.S.C. 1368), Executive Order 11738, and Environmental Protection Agency (EPA)
regulations (40 CFR, 15), which prohibit the use under nonexempt Federal contracts, grants, or
loans of facilities included on the EPA List of Violating Facilities. The provisions shall require
reporting of violations to the grantor agency and the U.S. EPA Assistant Administrator for
Enforcement (EN-329).
7. Energy Efficiency
All participants in the projects shall recognize mandatory standards and policies relating to
energy efficiency, which are contained in the state energy conservation plan issued in compliance
with the Energy Policy and Conservation Act (PL 94-163).
8. Changes
The Grantee may, from time to time, request changes in the scope of the services of the
Contracted Party to be performed hereunder. Such changes, including any increase or decrease in
the amount of the Contracted Party's compensation which are mutually agreed upon by and
between the Grantee and the Contracted Party, shall be incorporated in written amendments to
this Contract.
9. Personnel
The Contracted Party represents that it has, or will secure at its own expense, all personnel
required in performing the services under this Contract. Such personnel shall not be employees
of or have any contractual relationship with the Grantee.
All the services required hereunder will be performed by the Contracted Party or under its
supervision, and all personnel engaged in the work shall be fully qualified and shall be authorized
or permitted under State and local law to perform such services.
No person who is serving sentence in a penal or correctional institution shall be employed on
work under this Contract.
10. Anti-Kickback Rules
Salaries of personnel performing work under this Contract shall be paid unconditionally and not
less often than once a month without payroll deduction or rebate on any account except only such
payroll deductions as are mandatory by law or permitted by the applicable regulations issued by
the Secretary of Labor pursuant to the "Anti-Kickback Act" of June 13, 1934 (48 Stat. 948;
62 Stat. 740; 63 Stat. 108; Title 18 U.S.C. 874; and Title 40 U.S.C. 276c). The Engineer and
contractor shall comply with all applicable "Anti-Kickback" regulations and shall insert
appropriate provisions in all subcontracts covering work under this contract to insure compliance
by the subcontractors with such regulations, and shall be responsible for the submission of
affidavits required of subcontractors thereunder except as the Secretary of Labor may specifically
provide for variations of or exemptions from the requirements thereof.
11. Withholding of Salaries
If in the performance of this Contract, there is any underpayment of salaries by the Contracted
Party or by any subcontracted thereunder, the Grantee shall withhold from the Contracted Party
out of payment due to him an amount sufficient to pay to employees underpaid the difference
between the salaries required thereby to be paid and the salaries actually paid such employees for
the total number of hours worked. The amounts withheld shall be disbursed by the Grantee for
and on account of the contracted party or subcontractor to the respective employees to whom they
are due.
12. Claims and Disputes Pertaining to Salary Rates
Claims and disputes pertaining to salary rates or to classifications of professional staff or
technicians performing work under this Contract shall be promptly reported in writing by the
Contracted Party to the Grantee for the latter's decision which shall be final with respect thereto.
13. Equal Employment Opportunity
During the performance of this Contract, the Contracted Party agrees to comply with Executive
Order 11246, and the regulations issued pursuant thereto (24 CFR 130 and 41 CFR Chapter 60),
which provides that no person shall be discriminated against on the basis of race, color, religion,
gender, or national origin in all phases of employment during the performance of Federal or
Federally assisted construction contracts, contractors and subcontractors on Federal and Federally
assisted construction contracts shall take affirmative action to ensure fair treatment in
employments, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or
termination, rates or pay or other forms of compensation and selection for training apprenticeship.
14. Anti-Discrimination Clauses
The Contracted Party will comply with the following clauses:
1. Title VI of the Civil Rights Act of 1964 (PL 88-352), and the regulations issued pursuant
thereto (24 CFR 1), which provides that no person in the United States shall on the
grounds of race, color, or national origin, be excluded from participation in, be denied the
benefits of, or be otherwise subjected to discrimination under any program or activity for
which the Applicant receives Federal financial assistance and will immediately take any
measures necessary to effectuate this assurance. If any real property or structure thereon
is provided or improved with the aid of Federal financial assistance extended to the
applicant, this assurance shall obligate the applicant, or in the case of any transfer of such
property, any transferee, for the period during which the real property or structure is used
for a purpose for which the Federal financial assistance is extended, or for another
purpose involving the provision of similar services or benefits;
2. Title VIII of the Civil Rights Act of 1968 (PL 90-284), as amended, administering all
programs and activities relating to housing and community development in a manner to
affirmatively further fair housing, and taking action to affirmatively further fair housing
in the sale or rental of housing, the financing of housing, and the provision of brokerage
services; and,
3. Executive Order 11063, as amended by Executive Order 12259, on equal opportunity in
housing and nondiscrimination in the sale or rental of housing built with Federal
assistance Section 109 of the Housing and Community Development Act of 1974, as
amended which requires that no person in the United States shall on the grounds of race,
color, national origin, or gender be excluded from participation in, be denied the benefits
or be subjected to discrimination under, any program or activities funded in whole or in
part with community development funds made available pursuant to the Act. Section 109
further provides that any prohibition against discrimination on the basis of age under the
Age Discrimination Act of 1975 (42 U.S.C. 6101 et seq.) or with respect to an otherwise
qualified handicapped individual as provided in Section 504 of the Rehabilitation Act of
1973 (29 U.S.C. 796) shall also apply to any such program or activity.
15. Section 3 Clause
The Contracted Party will comply with Section 3 of the Housing and Urban Development Act of
1968, as amended (42 U.S.C. 1701u) and with the requirements of 24 C.F. R. Part 135 requiring
that to the greatest extent feasible, opportunities for training and employment be given to lower
income residents of the project area and contracts for work in connection with the project area be
awarded to eligible business concerns which are located in, or owned in substantial part by
persons residing in the area of the project. The Section 3 Clause attached hereto as Exhibit A is
specifically incorporated into this agreement and must be included in all contract and sub-
contracts.
16. Discrimination Because of Certain Labor Matters
No person employed on the work covered by this Contract shall be discharged or in any way
discriminated against because he has filed any complaint or instituted or caused to be instituted
any proceeding or has testified or is about to testify in any proceeding under or relating to the
labor standards applicable hereunder to his employer.
17. Compliance with Local Laws
The Contracted Party shall comply with all applicable laws, ordinances, and codes of the state
and local governments, and shall commit no trespass on any public or private property in
performing any of the work embraced by this Contract.
18. Subcontracting
None of the services covered by this Contract shall be subcontracted without prior written consent
of the Grantee. The Contracted Party shall be as fully responsible to the Grantee for the acts and
omissions of his subcontractors and of persons either directly or indirectly employed by him. The
Contracted Party shall insert in each subcontract appropriate provisions requiring compliance
with the labor standards provisions of this Contract.
19. Assignability
The Contracted Party shall not assign any interest in this Contract, and shall not transfer any
interest in the same (whether by assignment or notation) without prior written approval of the
Grantee provided that claims for money due or to become due the Contracted Party from the
Grantee under this Contract may be assigned to a bank, trust company, or other financial
institution, or to a Trustee in Bankruptcy, without such approval. Notice of any such assignment
or transfer shall be furnished promptly to the Grantee.
20. Interest of Members of Local Public Agency and Others
The Contracted Party agrees to establish safeguards to prohibit employees from using positions
for a purpose that is or give the appearance of being motivated by a desire for private gain for
themselves or others, particularly those with whom they have a family, business, or other tie.
The Contracted Party will comply with Section 25-4-105, Mississippi Code Annotated (1972),
which prohibits any public servant from using his official position to obtain pecuniary benefits for
himself other than compensation provided for by law or for any relative or business with which
he is associated and which further provides that a public servant may not be interested, during the
term for which he has been chosen, or within one (1) year thereafter, in any contract made or let
by the governing authorities of such municipality for the construction or doing of any public
work, or for the sale or purchase of any materials, supplies or property of any description, or for
any other purpose whatsoever, or in any subcontract arising therefrom or connected therewith, or
to receive, either directly or indirectly, any portion or share of any money or other thing paid for
the construction or doing of any public work, or for the sale or purchase of any property, or upon
any other contract made by the governing authorities of the municipality, or subcontract arising
therefore or connected therewith.
The Contracted Party will also be aware of and avoid any violation of Sections 25-4-117 and 25-
4-119, Mississippi Code Annotated (1972), which prescribes a criminal penalty for any public
servant convicted of a violation of this Ethics in Government section.
21. Interest of Certain Federal Officers
No member of or delegate to the Congress of the United States and no Resident Commissioner,
shall be admitted any share or part of this Contract or to any benefit to arise therefrom.
22. Interest of Contractor
The Contracted Party covenants that he presently has no interest and shall not acquire any interest
direct or indirect in the above described project or any parcels therein or any other interest which
would conflict in any manner or degree with the performance of his services hereunder. The
Contracted Party further covenants that in the performance of this Contract no person having any
such interest shall be employed.
23. Political Activity
The Contracted Party will comply with the provisions of the Hatch Act (5 U.S.C. 1501 et seq.),
which limits the political activity of employees.
24. Davis-Bacon Act Requirements
The Contracted Party will comply with Section 110 of the Housing and Community Development
Act of 1974, as amended, which requires that all laborers and mechanics employed by contractors
or subcontractors on construction work assisted under the Act shall be paid at rates not less than
those prevailing on similar construction in the locality as determined by the Secretary of Labor in
accordance with the Davis-Bacon Act, as amended 40 U.S.C. 276a-276-a5), and it will comply
with the Contract Work Hours and Safety Standards Act (40 U.S.C. 327 et seq.). However, these
requirements apply to the rehabilitation of residential property only if such property is designed
for residential use of eight or more families.
25. Uniform Act Requirements
The Contracted Party will comply with all applicable requirements of Titles II and III of the
Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C.
4630) as specified in regulations issued by the Secretary of the Department of Housing and Urban
Development and published in 24 CFR 570-1.
26. Lead-Based Paint Requirements
The Contracted Party will comply with Title IV of the Lead-Based Paint Poisoning Prevention
Act (42 U.S.C. 4831), which prohibits the use of lead-based paint in residential structures
constructed or rehabilitated with Federal assistance in any form.
27. Compliance with Office of Management and Budget
The parties agree to comply with the regulations, policies, guidelines, and requirements of the
Office of Management and Budget, Circulars A-95, A-102, and A-54, as they relate to the use of
Federal funds under this contract.
28. Flood Insurance Purchase Requirements
Both parties agree to comply with the flood insurance purchase requirements of Section 102(2) of
the Flood Disaster Protection Act of 1973, (PL 93-234, 87 Stat. 975) approved December 31,
1976. Section 102 (a) requires, on and after March 2, 1975, the purchase of flood insurance in
communities where such insurance is available as a condition for the receipt of any Federal
financial assistance for construction or acquisition purposes for use in any area that has been
identified by the Secretary of the Department of Housing and Urban Development as an area
having special flood hazards. The phrase, "Federal financial assistance," includes any form of
loan, grant, guaranty, insurance payment, rebate, subsidy, disaster assistance loan or grant, or any
other form of direct or indirect Federal assistance.
29. Historic Preservation
Both parties agree to assist the Federal grantor agency in its compliance with Section 106 of the
National Historic Preservation Act of 1966 as amended (16 USC 470), Executive Order 11593,
and the Archaeological and Historic Preservation Act of 1966 (16 USC 469a-I et seq.) by (a)
consulting with the State Historic Preservation officer on the conduct of investigations, as
necessary, to identify properties listed in or eligible for inclusion in the National Register of
Historic Places that are subject to adverse effects (CFR Part 600.8) by the activity, and notifying
the Federal grantor agency of the existence of any such properties, and by (b) complying with all
requirements established by the Federal grantor agency and the state grantor agency to avoid or
mitigate adverse effects upon such properties.
30. Program Monitoring
Both parties agree to assist and cooperate with the Federal grantor agency and the state grantor
agency or their duly designated representatives in the monitoring of the project or projects to
which this grant relates, and to provide in form and manner approved by the state grantor agency
such monitoring reports, progress reports, and the like as may be required and to provide such
reports at the times specified.
31. Discrimination
In operation of the project to which this grant relates, no individual shall be excluded from
participation in, denied the benefits of, subjected to discrimination under, or denied employment
in the administration of or in connection with, any such program or activity because of race,
color, religion, national origin, age, disability, or political affiliation or belief.
32. Confidential Findings
All of the reports, information, data, etc., prepared or assembled by the Contracted Party under
this Contract are confidential, and the Contracted Party agrees that they shall not be made
available to any individual or organization without prior written approval of the Grantee.
33. Third-Party Contracts
The Grantee shall include in all contracts with Participating Parties receiving grant funds
provisions requiring the following:
1. Each such Participating Party keeps and maintains books, records, and other documents
relating directly to the receipt and disbursement of such grant funds; and,
2. Any duly authorized representative of the Mississippi Development Authority, the U.S.
Department of Housing and Urban Development, and the Comptroller General of the
United States shall, at all reasonable times, have access to and the right to inspect, copy,
audit, and examine all such books, records, and other documents of such Participating
Party until the completion of all close-out procedures respecting this grant and the final
settlement and conclusion of all issues arising out of this grant.
The Grantee shall include in all contracts with Participating Parties a provision that each
Participating Party agrees that any duly authorized representative of the Mississippi Development
Authority, the U.S. Department of Housing and Urban Development, and the Comptroller General
of the United States shall, at all reasonable times, have access to any portion of the Project in
which such Participating Party is involved until the completion of all close-out procedures
respecting this grant.
34. Excessive Force
The contracted parties will adopt and enforce a policy of prohibiting the use of excessive force by
law enforcement agencies within its jurisdiction against any individuals engaged in nonviolent
civil rights demonstrations; and enforcing applicable State and local laws against physically
barring entrance to or exit from a facility or location which is the subject of such nonviolent civil
rights demonstrations within its jurisdiction.
35. Architectural Barriers Act and Americans with Disabilities
The contracted parties will comply with the Architectural Barriers Act and the Americans with
Disabilities as described in 24 CFR Sec 487 (e).
36. Environmental
The applicant will:
(1) Comply with Section 104(f) of the Housing and Community Development Act of
1974, as amended, which requires compliance with the policies of the National
Environmental Policy Act of 1969 (NEPA) and other provisions of law which
further the purposes of the National Environmental Policy Act. Such other
provisions of law which further the purposes of the NEPA are specified in
regulations issued pursuant to Section 104(f) of the Housing and Community
Development Act of 1974, as amended, and are contained in 24 CFR Part 58; and
(2) Assume all of the responsibilities for environmental review, decision making,
and action as specified and required in regulations issued by the Secretary of
Housing and Urban Development pursuant to Section 104(f) of the Housing and
Community Development Act of 1974, as amended, and published in 24 CFR
Part 58.
Its chief executive officer or other officer of applicant:
(1) Consents to assume the status of a responsible federal official under the National
Environmental Policy Act of 1969 (NEPA) and other provisions of federal law,
as specified in 24 CFR Part 58; and
(2) Is authorized and consents on behalf of the applicant and himself/herself to
accept the jurisdiction of the federal courts for the purpose of enforcement of
his/her responsibilities as such an official.
It will, in connection with its performance of environmental assessments under the National
Environmental Policy Act of 1969, comply with Section 106 of the National Historic Preservation
Act of 1966 (16 U.S.C. 470), Executive Order 11593, and the Preservation of Archeological and
Historic Data Act of 1966 (16 U.S.C. 469 a-1, et seq) by:
(1) Consulting with the State Historic Preservation Officer to identify properties
listed in or eligible for inclusion in the National Register of Historic Places that
are subject to adverse effects of the proposed activities; and (2) Complying with all requirements established by HUD to avoid or mitigate
adverse effects upon such properties.
It will comply with Executive Order Number 12898, issued February 11, 1994, by:
(1) Focusing attention on the environment and health conditions in minority and
low-income communities; and
(2) Fostering non-discrimination in federal programs that substantially affect human
health and the environment; and
(3) Providing minority and low-income communities with access to information on,
and opportunities for public participation in, matters relating to human health and
the environment.
37. Uniform Relocation
It will comply with the Uniform Relocation Assistance and Real Property acquisition policies Act
of 1970, as amended, and Federal Implementing regulation at 49 CFR Part 24, and the
requirements of Section 570.496a (including the requirement to provide a certification that the
recipient is following a residential antidisplacement and relocation assistance plan under Section
104(d)) of the Act.
38. Code of Standards of Conduct
It will establish a written Code of Standards of Conduct to prohibit any of its officers, employees,
and agents from using his/her position in any manner or matter, which would have the purpose or
effect of a conflict of interest, real or apparent. In order to properly implement this provision, it
will fully comply with the requirements of 24 CFR, Part 85.36.
39. Use of Influence
The chief elected official certifies, to the best of his or her knowledge and belief, that:
(1) No federally appropriated funds have been paid or will be paid, by or on behalf
of the chief elected official, to any person for influencing or attempting to
influence an officer or employee of any agency, a member of Congress, an
officer or employee of Congress, or an employee of a member of Congress in
connection with the awarding of any federal contract, the making of any federal
grant, the making of any federal loan, the entering into of any cooperative
agreement, and the extension, continuation, renewal, amendment, or modification
of any federal contract, grant, loan, or cooperative agreement.
(2) If any funds other than federally appropriated funds have been paid or will be
paid to any person for influencing or attempting to influence an officer or
employee of any agency, a member of Congress, an officer or employee of
Congress, or an employee of a member of Congress in connection with this
federal contract, grant, loan, or cooperative agreement, the chief elected official
shall complete and submit Standard Form-LLL, "Disclosure Form to Report
Lobbying," in accordance with its instructions.
(3) The subgrantee shall require that the language of this certification be included in
the award documents for all subawards at all tiers (including subcontracts,
subgrants, and contracts under grants, loans, and cooperative agreements) and
that all subrecipients shall certify and disclose accordingly.
40. Cost Overruns
The subgrantee agrees to and understands that the CDBG award is limited to the amount under
this agreement. Any cost overruns will be the sole responsibility of the subgrantee.
41. Mississippi Employment Protection Act
The subgrantee represents and warrants that it will ensure its compliance with the Mississippi
Employment Protection Act, Section 71-11-1, et seq of the Mississippi Code Annotated (Supp
2008), and will register and participate in the status verification system for all newly hired
employees. The term “employee” as used herein means any person that is hired to perform work
within the State of Mississippi. As used herein, “status verification system” means the Illegal
Immigration Reform and Immigration Responsibility Act of 1996 that is operated by the United
States Department of Homeland Security, also known as the E-Verify Program, or any other
successor electronic verification system replacing the E-Verify Program. Contractor/Seller agrees
to maintain records of such compliance and, upon request of the State and approval of the Social
Security Administration or Department of Homeland Security, where required, to provide a copy
of each such verification to the State. Contractor/Seller further represents and warrants that any
person assigned to perform services hereunder meets the employment eligibility requirements of
all immigration laws of the State of Mississippi. Contractor/Seller understands and agrees that
any breach of these warranties may subject Contractor/Seller to the following: (a) termination of
this Agreement and ineligibility for any state or public contract in Mississippi for up to three (3)
years, with notice of such cancellation/termination being made public, or (b) the loss of any
license, permit, certification or other document granted to Contractor/Seller by an agency,
department or governmental entity for the right to do business in Mississippi for up to one (1)
year, or (c) both. In the event of such termination/cancellation, Contractor/Seller would also be
liable for any additional costs incurred by the State due to contract cancellation or loss of license
or permit.
CSD Section 3 Policy and Procedures 9/4/2012
Section 3 Clause ALL SECTION 3 COVERED CONTRACTS SHALL INCLUDE THE FOLLOWING CLAUSE
(REFERRED TO AS THE SECTION 3 CLAUSE):
A. The work to be performed under this contract is subject to the requirements of section 3 of the Housing
and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u (Section 3). The purpose of Section 3
is to ensure that employment and other economic opportunities generated by HUD assistance or HUD-
assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low- and very
low-income persons, particularly persons who are recipients of HUD assistance for housing.
B. The parties to this contract agree to comply with HUD’s regulations in 24 CFR part 135, which
implement Section 3. As evidenced by their execution of this contract, the parties to this contract certify
that they are under no contractual or other impediment that would prevent them from complying with the
part 135 regulations.
C. The contractor agrees to send to each labor organization or representative or workers with which the
contractor has a collective bargaining agreement or other understanding, if any, a notice advising the
labor organization or workers’ representative of the contractor’s commitments under this Section 3 clause,
and will post copies of the notice in conspicuous places at the work site where both employees and
applicants for training and employment positions can see the notice. The notice shall describe the Section
3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship
and training positions, the qualifications for each; and the name and location of the person(s) taking
applications for each of the positions; and the anticipated date the work shall begin.
D. The contractor agrees to include this Section 3 clause in every subcontract subject to compliance with
regulations in 24 CFR part 135, and agrees to take appropriate action, as provided in an applicable
provision of the subcontract or in this Section 3 clause, upon a finding that the subcontractor is in
violation of the regulations in 24 CFR part 135. The contractor will not subcontract with any
subcontractor where the contractor has notice or knowledge that the subcontractor has been found in
violation of the regulations in 24 CFR part 135.
E. The contractor will certify that any vacant employment positions, including training positions, that are
filled (1) after the contractor is selected but before the contract is executed, and (2) with persons other
than those to whom the regulations of 24 CFR part 135 require employment opportunities to be directed,
were not filled to circumvent the contractor’s obligations under 24 CFR part 135.
F. Noncompliance with HUD’s regulations in 24 CFR Part 135 may result in sanctions, termination of
this contract for default, and debarment or suspension from future HUD assisted contracts.
G. With respect to work performed in connection with Section 3 covered Indian housing assistance,
section 7(b) of the Indian Self-Determination and Education Assistance Act (25 U.S.C. 450e) also applies
to the work to be performed under this contract. Section 7(b) requires that to the greatest extent feasible
(i) preference and opportunities for training and employment shall be given to Indians, and (ii) preference
in the award of contracts and subcontracts shall be given to Indian organizations and Indian-owned
Economic Enterprises. Parties to this contract that are subject to the provisions of Section 3 to the
maximum extent feasible, but not in derogation of compliance with section 7(b).
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SECTION 3 PROJECT PLAN (For General Contractor – Submit to the Grant Administrator; For Subcontractor – Submit to General Contractor)
Grant No: Company Name: _________________________________________ Project: Subcontractor: ___________________________________________ Contact Person / Phone #: Contract Amount: ____________________________ Are you a Certified Section 3 Business Concern?
Yes, certification and supporting documentation were provided the Grant Administrator. No, but will work with the Grant Administrator to attain HUD Section 3 goals to the greatest extent feasible. Are you a Construction Contractor or a Non‐construction Contractor?
Construction Contractor Non‐Construction Contractor Section 3 Training, Employment and Subcontracting Goals The contractor has set minimum numerical goals for the Project to ensure that, to the greatest extent feasible, economic opportunities are provided to Section 3 residents and Section 3 business concerns. The numerical goals stated above shall apply to newly created employment and/or subcontracting opportunities. The Contractor’s minimum Section 3 goals are as follows:
• Employment: Thirty percent (30%) of the aggregate number of new hires to be Section 3 residents; • Subcontracting: (a) At least ten percent (10%) of the total dollar amount of all Section 3 covered subcontracts for
construction, and (b) At least three percent (3%) of the total dollar amount of non‐construction covered Section 3 subcontracts to eligible Section 3 business concerns.
The Contractor will further ensure that, to the greatest extent feasible, its subcontractors provide training, employment and contracting opportunities to Section 3 residents and Section 3 business concerns. Section 3 Hiring Preference The contractors and subcontractors shall direct their efforts to provide, to the greatest extent feasible, training and employment opportunities generated from the expenditure of section 3 covered assistance to section 3 residents in the order of priority listed below. Priority consideration shall be given, where feasible, to:
1st: Section 3 residents residing in the service area or neighborhood in which the section 3 covered project is located (collectively, referred to as category 1 residents).
2nd: Participants in HUD Youthbuild programs (category 2 residents). 3rd: Where the section 3 project is assisted under the Stewart B. McKinney Homeless Assistance Act (42 U.S.C. 11301 et seq.),
homeless persons residing in the service area or neighborhood in which the section 3 covered project is located shall be given the highest priority.
4th: Other section 3 residents.
Instructions 1. All contractors and subcontractors on the Project must fill out this Section 3 Project Plan form. 2. The Plan must represent the contractor’s commitments to comply with Section 3 and include a description of efforts to
accomplish the Plan. 3. The contractor shall implement the Plan, including reporting monthly on the status of the Plan.
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Section 3 Preference for Contracting with Section 3 Business Concerns
Section 3 business concerns shall be given priority in contracting for work, in the following order of priority: 1st: Section 3 business concerns that provide economic opportunities for section 3 residents in the service area or
neighborhood in which the section 3 covered project is located (category 1 businesses); and 2nd: Applicants (as this term is defined in 42 U.S.C. 12899) selected to carry out HUD Youthbuild programs (category 2
businesses); 3rd: Other section 3 business concerns. Description of Efforts to Implement Section 3 Project Plan At a minimum, the Contractor shall attempt to recruit local, low‐income residents through local advertising media, signs prominently displayed at the project site, and direct notices provided to community organizations and public or private agencies operating within the metropolitan area in which the Section 3 covered program or project is located. Additionally, the Contractor may employ multiple measures (as described in the Appendix A, attached) in order to offer training and employment opportunities to Section 3 residents. The Contractor shall attempt to award subcontracts to Section 3 business concerns by utilizing the some of the examples as set forth in the Appendix A. If the project generates training opportunities, then the contractor will give preference for those training opportunities to section 3 residents. Such training opportunities might include internships or apprenticeships. Contractor shall implement procedures designed to notify section 3 residents about the training. Definitions
a. A “Section 3 resident” is • A public housing resident; or • a low‐ (< 80% AMI) or very low‐ (<50% AMI) income person residing in the metropolitan area or non‐metropolitan
county in which the Section 3 covered assistance is expended. See HUD website at www.hud.gov/section3. b. “Section 3 business concern” means a business concern—
(1) That is 51 percent or more owned by section 3 residents; or (2) Whose permanent, full‐time employees include persons, at least 30 percent of whom are currently section 3 residents, or within three years of the date of first employment with the business concern were section 3 residents; or (3) That provides evidence of a commitment to subcontract in excess of 25 percent of the dollar award of all subcontracts to be awarded to business concerns that meet the qualifications set forth in paragraphs (1) or (2) in this definition of ‘‘section 3 business concern.’’
c. A new hire means a full‐time employee for a new permanent, temporary, or seasonal employment opportunities. d. Hiring Categories as identified by HUD:
1. PROFESSIONALS. Occupations requiring either college graduation or experience of such kind and amount as to provide a comparable background. Includes: accountants and auditors, airplane pilots and navigators, architects, artists, chemists, designers, dieticians, editors, engineers, lawyers, librarians, mathematicians, natural scientists, registered professional nurses, personnel and labor relations specialists, physical scientists, physicians, social scientists, teachers, surveyors and kindred workers. 2. TECHNICIANS. Occupations requiring a combination of basic scientific knowledge and manual skill which can be obtained through 2 years of post‐high school education, such as is offered in many technical institutes and junior colleges, or through equivalent on‐the‐job training. Includes: computer programmers, drafters, engineering aides, junior engineers, mathematical aides, licensed, practical or vocational nurses, photographers, radio operators, scientific assistants, technical illustrators, technicians (medical, dental, electronic, physical science), and kindred workers. 3. OFFICE AND CLERICAL. Includes all clerical‐type work regardless of level of difficulty, where the activities are predominantly nonmanual though some manual work not directly involved with altering or transporting the products is included. Includes: bookkeepers, collectors (bills and accounts), messengers and office helpers, office machine operators (including computer), shipping and
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receiving clerks, stenographers, typists and secretaries, telegraph and telephone operators, legal assistants, and kindred workers. 4. OFFICIALS AND MANAGERS. Occupations requiring administrative and managerial personnel who set broad policies, exercise overall responsibility for execution of these policies, and direct individual departments or special phases of a firm's operations. Includes: officials, executives, middle management, plant managers, department managers, and superintendents, salaried supervisors who are members of management, purchasing agents and buyers, railroad conductors and yard masters, ship captains, mates and other officers, farm operators and managers, and kindred workers. 5. SALES. Occupations engaging wholly or primarily in direct selling. Includes: advertising agents and sales workers, insurance agents and brokers, real estate agents and brokers, stock and bond salesworkers, demonstrators, salesworkers and sales clerks, grocery clerks, and cashiers/checkers, and kindred workers. 6. CRAFT WORKERS (SKILLED). Manual workers of relatively high skill level having a thorough and comprehensive knowledge of the processes involved in their work. Exercise considerable independent judgment and usually receive an extensive period of training. Includes: the building trades, hourly paid supervisors and lead operators who are not members of management, mechanics and repairers, skilled machining occupations, compositors and typesetters, electricians, engravers, painters (construction and maintenance), motion picture projectionists, pattern and model makers, stationary engineers, tailors and tailoresses, arts occupations, handpainters, coaters, bakers, decorating occupations, and kindred workers. 7. OPERATIVES (SEMISKILLED). Workers who operate machine or processing equipment or perform other factory‐type duties of intermediate skill level which can be mastered in a few weeks and require only limited training. Includes: apprentices (auto mechanics, plumbers, bricklayers, carpenters, electricians, machinists, mechanics, building trades, metalworking trades, printing trades, etc.), operatives, attendants (auto service and parking), blasters, chauffeurs, delivery workers, sewers and stitchers, dryers, furnace workers, heaters, laundry and dry cleaning operatives, milliners, mine operatives and laborers, motor operators, oilers and greasers (except auto), painters (manufactured articles), photographic process workers, truck and tractor drivers, knitting, looping, taping and weaving machine operators, welders and flamecutters, electrical and electronic equipment assemblers, butchers and meatcutters, inspectors, testers and graders, handpackers and packagers, and kindred workers. 8. LABORERS (UNSKILLED). Workers in manual occupations which generally require no special training who perform elementary duties that may be learned in a few days and require the application of little or no independent judgment. Includes: garage laborers, car washers and greasers, groundskeepers and gardeners, farmworkers, stevedores, wood choppers, laborers performing lifting, digging, mixing, loading and pulling operations, and kindred workers. 9. SERVICE WORKERS. Workers in both protective and non‐protective service occupations. Includes: attendants (hospital and other institutions, professional and personal service, including nurses’ aides, and orderlies), barbers, charworkers and cleaners, cooks, counter and fountain workers, elevator keepers, stewards, janitors, police officers and detectives, porters, waiters and waitresses, amusement and recreation facilities attendants, guides, ushers, public transportation attendants, and kindred workers.
Section 3 Clause All subcontracts shall include the Section 3 Clause found at 24 CFR 135.38 (see Appendix B attached). Section 3 Reporting/Recordkeeping by Contractor The Contractor (and/or subcontractor) will report Section 3 activities to the Grant Administrator on a monthly basis on the provided Section 3 Status Report. The Mississippi Development Authority (MDA) or its designee shall have access to all records, reports, and other documents or items of the Contractor that are maintained to demonstrate compliance with the Section 3 regulations or that are maintained in accordance with the regulations governing the program under which Section 3 covered assistance is provided or otherwise made available to the Contractor.
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As the contractor or subcontractor has the need to hire new persons to complete the Section 3 covered contract or needs to subcontract portions of the work to another business, they will direct their newly created employment and/or subcontracting opportunities to Section 3 residents and business concerns. The same numerical goals apply to subcontractors (i.e., 30 percent of new hires, 10 percent of construction contracts, and 3 percent of non‐construction contracts). In addition, the efforts to comply with Section 3 shall be reported each month as directed by MDA and any required documentation shall be submitted as set forth below. Reports in a form provided by MDA shall be required each month capturing the following data:
• The number of full time positions generated by the Section 3 covered work. • Of those full time positions, the number of Section 3 employees hired to work on the Section 3 covered work • Supporting certifications of reported Section 3 residents (and, if requested by MDA, supporting documentation) • The number of new subcontracts generated by the Section 3 covered work. • Supporting certifications of reported Section 3 subcontractors and, if requested by MDA, necessary supporting information (Certifications of all Section 3 resident employees and, if requested by MDA, supporting documentation). • Outreach efforts empoyed to recruit Section 3 residents and/or businesses as needed.
Section 3 Compliance Monitoring of Contractors and Subcontractors The Grant Administrator shall periodically monitor the copmliance of its contractors with the Section 3 regulations. The Contractor shall share the responsibility of Section 3 with the subcontractors that are awarded contracts to which Section 3 is applicable. The Contractor, or its designee, shall periodically monitor the compliance of its subcontractors with the Section 3 regulations and maintain records of such monitoring efforts. ____________________________________________ ________________________________________________ Date Signature of Company Representative
5
APPENDIX A 24 CFR 135.5
I. Examples of Efforts to Offer Training and Employment Opportunities to Section 3 Residents
(1) Entering into “first source” hiring agreements with organizations representing Section 3 residents.
(2) Sponsoring a HUD-certified “Step Up” employment and training program for section 3 residents.
(3) Establishing training programs, which are consistent with the requirements of the Department of Labor, for public and Indian housing residents and other section 3 residents in the building trades.
(4) Advertising the training and employment positions by distributing flyers (which identify the positions to be filled, the qualifications required, and where to obtain additional information about the application process) to every occupied dwelling unit in the housing development or developments where category 1 or category 2 persons (as these terms are defined in § 135.34) reside.
(5) Advertising the training and employment positions by posting flyers (which identify the positions to be filled, the qualifications required, and where to obtain additional information about the application process) in the common areas or other prominent areas of the housing development or developments. For HAs, post such advertising in the housing development or developments where category 1 or category 2 persons reside; for all other recipients, post such advertising in the housing development or developments and transitional housing in the neighborhood or service area of the section 3 covered project.
(6) Contacting resident councils, resident management corporations, or other resident organizations, where they exist, in the housing development or developments where category 1 or category 2 persons reside, and community organizations in HUD-assisted neighborhoods, to request the assistance of these organizations in notifying residents of the training and employment positions to be filled.
(7) Sponsoring (scheduling, advertising, financing or providing in-kind services) a job informational meeting to be conducted by an HA or contractor representative or representatives at a location in the housing development or developments where category 1 or category 2 persons reside or in the neighborhood or service area of the section 3 covered project.
(8) Arranging assistance in conducting job interviews and completing job applications for residents of the housing development or developments where category 1 or category 2 persons reside and in the neighborhood or service area in which a section 3 project is located.
(9) Arranging for a location in the housing development or developments where category 1 persons reside, or the neighborhood or service area of the project, where job applications may be delivered to and collected by a recipient or contractor representative or representatives.
(10) Conducting job interviews at the housing development or developments where category 1 or category 2 persons reside, or at a location within the neighborhood or service area of the section 3 covered project.
(11) Contacting agencies administering HUD Youthbuild programs, and requesting their assistance in recruiting HUD Youthbuild program participants for the HA's or contractor's training and employment positions.
(12) Consulting with State and local agencies administering training programs funded through JTPA or JOBS, probation and parole agencies, unemployment compensation programs, community organizations and other officials or organizations to assist with recruiting Section 3 residents for the HA's or contractor's training and employment positions.
(13) Advertising the jobs to be filled through the local media, such as community television networks, newspapers of general circulation, and radio advertising.
(14) Employing a job coordinator, or contracting with a business concern that is licensed in the field of job placement (preferably one of the section 3 business concerns identified in part 135), that will undertake, on behalf of the HA, other recipient or contractor, the efforts to match eligible and qualified section 3 residents with the training and employment positions that the HA or contractor intends to fill.
(15) For an HA, employing section 3 residents directly on either a permanent or a temporary basis to perform work generated by section 3 assistance. (This type of employment is referred to as "force account labor" in HUD's Indian housing regulations. See 24 CFR 905.102, and §905.201(a)(6).)
(16) Where there are more qualified section 3 residents than there are positions to be filled, maintaining a file of eligible qualified section 3 residents for future employment positions.
(17) Undertaking job counseling, education and related programs in association with local educational institutions.
(18) Undertaking such continued job training efforts as may be necessary to ensure the continued employment of section 3 residents previously hired for employment opportunities.
(19) After selection of bidders but prior to execution of contracts, incorporating into the contract a negotiated provision for a specific number of public housing or other section 3 residents to be trained or employed on the section 3 covered assistance.
(20) Coordinating plans and implementation of economic development (e.g., job training and preparation, business development assistance for residents) with the planning for housing and community development.
II. Examples of Efforts To Award Contracts to Section 3 Business Concerns
(1) Utilizing procurement procedures for section 3 business concerns similar to those provided in 24 CFR part
6
905 for business concerns owned by Native Americans (see section m of this Appendix).
(2) In determining the responsibility of potential contractors, consider their record of section 3 compliance as evidenced by past actions and their current plans for the pending contract.
(3) Contacting business assistance agencies, minority contractors associations and community organizations to inform them of contracting opportunities and requesting their assistance in identifying section 3 businesses which may solicit bids or proposals for contracts for work in connection with section 3 covered assistance.
(4) Advertising contracting opportunities by posting notices, which provide general information about the work to be contracted and where to obtain additional information, in the common areas or other prominent areas of the housing development or developments owned and managed by the HA.
(5) For HAs, contacting resident councils, resident management corporations, or other resident organizations, where they exist, and requesting their assistance in identifying category 1 and category 2 business concerns.
(6) Providing written notice to all known section 3 business concerns of the contracting opportunities. This notice should be in sufficient time to allow the section 3 business concerns to respond to the bid invitations or request for proposals.
(7) Following up with section 3 business concerns that have expressed interest in the contracting opportunities by contacting them to provide additional information on the contracting opportunities. (B) Coordinating pre-bid meetings at which section 3 business concerns could be informed of upcoming contracting and subcontracting opportunities. (9) Carrying out workshops on contracting procedures and specific contract opportunities in a timely manner so that section 3 business concerns can take advantage of upcoming contracting opportunities, with such information being made available in languages other than English where appropriate. (10) Advising section 3 business concerns as to where they may seek assistance to overcome limitations such as inability to obtain bonding, lines of credit, financing, or insurance.
(11) Arranging solicitations, times for the presentation of bids, quantities, specifications, and delivery schedules in ways to facilitate the participation of section 3 business concerns.
(12) Where appropriate, breaking out contract work items into economically feasible units to facilitate participation by section 3 business concerns.
(13) Contacting agencies administering HUD Youthbuild programs, and notifying these agencies of the contracting opportunities.
(14) Advertising the contracting opportunities through trade association _papers and newsletters, and through the local media, such as community television networks, newspapers of general circulation, and radio advertising.
(15) Developing a list of eligible section 3 business concerns.
(16) For HAs participating in the "Contracting with Resident-Owned Businesses" program provided under 24 CFR part 963.
(17) Establishing or sponsoring programs designed to assist residents of public or Indian housing in the creation and development of resident-owned businesses.
(18) Establishing numerical goals (number of awards and dollar amount of contracts) for award of contracts to section 3 business concerns.
(19) Supporting businesses which provide economic opportunities to low income persons by linking them to the support services available through the Small Business Administration (SBA), the Department of Commerce and comparable agencies at the State and local levels.
(20) Encouraging financial institutions, in carrying out their responsibilities under the Community Reinvestment Act, to provide no or low interest loans for providing working capital and other financial business needs.
(21) Actively supporting joint ventures with section 3 business concerns.
(22) Actively supporting the development or maintenance of business incubators which assist Section 3 business concerns.
III. Examples of Procurement Procedures That Provide for Preference for Section 3 Business Concerns
This Section ill provides specific procedures that may be followed by recipients and contractors (collectively, referred to as the "contracting party") for implementing the section 3 contracting preference for each of 719 Pl. 135, App. the competitive procurement methods authorized in 24 CFR B5.36(d).
(1) Small Purchase Procedures. For section 3 covered contracts aggregating no more than $25,000, the methods set forth in this paragraph (1) or the more formal procedures set forth in paragraphs (2) and (3) of this Section ill may be utilized.
(i) Solicitation. (A) Quotations may be solicited by telephone, letter or other informal procedure provided that the manner of solicitation provides for participation by a reasonable number of competitive sources. At the time of solicitation, the parties must be informed of:
-the section 3 covered contract to be awarded with sufficient specificity; -the time within which quotations must be submitted; and -the information that must be submitted with each quotation. (B) If the method described in paragraph (i)(A) is
utilized, there must be an attempt to obtain quotations from a minimum of three qualified sources in order to promote competition. Fewer than three quotations are acceptable when the contracting party has attempted, but has been unable, to obtain a sufficient number of competitive quotations. In unusual circumstances, the contracting party may accept the sole quotation received in response to a solicitation provided the price is reasonable. In all cases, the contracting party shall document the circumstances when it has been unable to obtain at least three quotations.
(ii) Award. (A) Where the section 3 covered contract is to be awarded based upon the lowest price, the contract shall be awarded to the qualified section 3 business concern with
7
the lowest responsive quotation, if it is reasonable and no more than 10 percent higher than the quotation of the lowest responsive quotation from any qualified source. If no responsive quotation by a qualified section 3 business concern is within 10 percent of the lowest responsive quotation from
any qualified source, the award shall be made to the source with the lowest quotation.
x=lesser of: When the lowest responsive bid is less than $100,000………….. When the lowest responsive bid is:
At least $100,000, but less than $200,000……………….. At least $200,000, but less than $300,000……………….. At least $300,000, but less than $400,000……………….. At least $400,000, but less than $500,000……………….. At least $500,000, but less than $1 million……………… At least $1 million, but less than $2 million……………... At least $2 million, but less than $4 million……………... At least $4 million, but less than $7 million……………... $7 million or more………………………………………..
10% of that bid or $9,000 9% of that bid, or $16,000 8% of that bid, or $21,000 7% of that bid, or $24,000 6% of that bid, or $25,000 5% of that bid, or $40,000 4% of that bid, or $60,000 3% of that bid, or $80,000 2% of that bid, or $105,000 1½% of the lowest responsive bid, with no dollar limit.
(B) Where the section 3 covered contract is to be
awarded based on factors other than price, a request for quotations shall be issued by developing the particulars of the solicitation, including a rating system for the assignment of points to evaluate the merits of each quotation. The solicitation shall identify all factors to be considered, including price or cost. The rating system shall provide for a range of 15 to 25 percent of the total number of available rating points to be set aside for the provision of preference for section 3 business concerns. The purchase order shall be awarded to the responsible firm whose quotation is the most advantageous, considering price and all other factors specified in the rating system.
(2) Procurement by sealed bids (Invitations tor Bids). Preference in the award of section 3 covered contracts that are awarded under a sealed bid (IFB) process may be provided as follows:
(i) Bids shall be solicited from all businesses (section 3 business concerns, and nonsection 3 business concerns). An award shall be made to the qualified section 3 business concern with the highest priority ranking and with the lowest responsive bid if that bid-
(A) is within the maximum total contract price established in the contracting party's budget for the specific project for which bids are being taken, and
(B) is not more than "X" higher than the total bid price of the lowest responsive bid from any responsible bidder. "X" is determined as follows:
(ii) If no responsive bid by a section 3 business concern meets the requirements of paragraph (2)(i) of this section, the contract shall be awarded to a responsible bidder with the lowest responsive bid.
(3) Procurement under the competitive proposals method of procurement (Request for Proposals (RFP)). (i) For contracts and subcontracts awarded under the competitive proposals method of procurement (24 CFR 85.36(d)(3)), a Request for Proposals (RFP) shall identify all evaluation facts (and their relative importance) to be used to rate proposals.
(ii) One of the evaluation factors shall address both the preference for section 3 business concerns and the acceptability of the strategy for meeting the greatest extent feasible requirement (section 3 strategy), as disclosed in proposals submitted by all business concerns (section 3 and
non-section 3 business concerns). This factor shall provide for a range of 15 to 25 percent of the total number of available points to be set aside for the evaluation of these two components.
(iii) The component of this evaluation factor designed to address the preference for section 3 business concerns must establish a preference for these business concerns in the order of priority ranking as described in 24 CFR 135.36.
(iv) With respect to the second component (the acceptability of the section 3 strategy), the RFP shall require the disclosure of the contractor's section 3 strategy to comply with the section 3 training and employment preference, or contracting preference, or both, if applicable. A determination of the contractor's responsibility will include the submission of an acceptable section 3 strategy. The contract award shall be made to the responsible firm (either section 3 or non-section 3 business concern) whose proposal is determined most advantageous, considering price and all other factors specified in the RFP.
APPENDIX B
8
24 CFR § 135.38 Section 3 clause.
All section 3 covered contracts shall include the following clause (referred to as the section 3 clause):
A. The work to be performed under this contract is subject to the requirements of section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u (section 3). The purpose of section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD-assisted projects covered by section 3, shall, to the greatest extent feasible, be directed to low- and very low-income persons, particularly persons who are recipients of HUD assistance for housing.
B. The parties to this contract agree to comply with HUD's regulations in 24 CFR part 135, which implement section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the part 135 regulations.
C. The contractor agrees to send to each labor organization or representative of workers with which the contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers' representative of the contractor's commitments under this section 3 clause, and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each; and the name and location of the person(s) taking applications for each of the positions; and the anticipated date the work shall begin.
D. The contractor agrees to include this section 3 clause in every subcontract subject to compliance with regulations in 24 CFR part 135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this section 3 clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR part 135. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR part 135.
E. The contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected but before the contract is executed, and (2) with persons other than those to whom the regulations of 24 CFR part 135 require employment opportunities to be directed, were not filled to circumvent the contractor's obligations under 24 CFR part 135.
F. Noncompliance with HUD's regulations in 24 CFR part 135 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts.
G. With respect to work performed in connection with section 3 covered Indian housing assistance, section 7(b) of the Indian Self-Determination and Education Assistance Act
(25 U.S.C. 450e) also applies to the work to be performed under this contract. Section 7(b) requires that to the greatest extent feasible (i) preference and opportunities for training and employment shall be given to Indians, and (ii) preference in the award of contracts and subcontracts shall be given to Indian organizations and Indian-owned Economic Enterprises. Parties to this contract that are subject to the provisions of section 3 and section 7(b) agree to comply with section 3 to the maximum extent feasible, but not in derogation of compliance with section 7(b).
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
00 7200 - 1 GENERALCONDITIONS
SECTION 00 7200GENERAL CONDITIONS
FORM OF GENERAL CONDITIONS1.01 THE GENERAL CONDITIONS APPLICABLE TO THIS PROJECT ARE AS FOLLOWS:
A. The General Conditions of the Contract for Construction, AIA Document A201, 2007 Edition. Ifnot bound in this volume, it is incorporated by reference as though fully written herein.
B. Contractors are presumed to be familiar with this AIA Document A201, a copy of which may beobtained from, or examined, at the office of the Architect (Belinda Stewart Architects, PA).
1.02 RELATED REQUIREMENTSA. SECTION 00 7300 - Supplementary Conditions.B. SECTION 01 4216 - Definitions.
1.03 SUPPLEMENTARY CONDITIONSA. REFER TO DOCUMENT 00 7300 - Supplementary Conditions FOR AMENDMENTS TO
THESE GENERAL CONDITIONS.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
00 7300 - 1 SUPPLEMENTARYCONDITIONS
SECTION 00 7300SUPPLEMENTARY CONDITIONS
PART 1 GENERAL1.01 DESCRIPTION
A. The following supplements modify, change, delete from or add to the "General Conditions of theContract for Construction", AIA Document A20l, 2007 Edition. Where any Article of the GeneralConditions is modified or any Paragraph, Sub-Paragraph or Clause thereof is modified ordeleted by these Supplementary Conditions the unaltered provisions of that Article, Paragraph,Sub-Paragraph or Clause shall remain in effect.
1.02 SUPPLEMENTSA. Article 3: CONTRACTOR
1. Add the following Clauses 3.4.5.l and 3.4.5.2:3.4.5.l After the Contract has been executed, the Owner and the Architect willconsider a formal request for the substitutions of products in place of those specifiedonly under the conditions set forth in the General Requirements of the Specifications(Division I).3.4.5.2 By making request for substitutions based on Clause 3.4.2 above, theContractor:
1. Represents that he has personally investigated the proposed substituteproduct and determined that it is equal or superior in all respects to thatspecified.2. Represents that he will provide the same warranty for the substitutions that hewould for that specified.3. Certifies that the cost data presented is complete and includes all relatedcosts under this Contract but excludes costs under separate contracts, andexcludes the Architect's redesign costs, and waives all claims for additional costsrelated to the substitution which subsequently become apparent;4. Will coordinate the installation of the accepted substitute making suchchanges as may be required for the Work to be complete in all respects.
B. Article 7: CHANGES IN THE WORKAdd Subparagraph 7.1.4 as follows:
7.1.4 The Contractor's allowance for overhead and profit is as follows:1. For the Contractor, for any work performed by his own forces, 15% of thecost.2. For each subcontractor involved, work performed by his own forces, 15% ofthe cost.3. For the contractor, for work performed by his subcontractor, 7.5% of theamount due the subcontractor.4. Cost shall be limited to the cost of materials, including necessary taxes:delivery: labor, including Workman's Compensation; rental value of power toolsand equipment. Overhead shall include supervision, superintendence, wages oftimekeepers, watchmen and clerks, small tools, incidentals, general officeexpenses not included in "cost".
C. Article 8: TIME1. Add the following subparagraph:
8.1.5: Contract Time commences at the time of Notice to Proceed and continues for150 calendar days.
2. Add the following subparagraph:8.1.6: Weather Days: Actual adverse weather days are to be recorded on a calendarday basis, excluding weekends and holidays, and compared to the monthlyanticipated adverse weather at the end of each month. The Architect will examine anyadverse weather days to determine whether or not the Contractor is entitled to a timeextension. These adverse weather days must incur a minimum of 1” precipitation,
00 7300 - 2 SUPPLEMENTARY CONDITIONS
must prevent work for 50% or more of the Contractor's work day and must delay workcritical to the timely completion of the project in order to qualify for an extension oftime. Delays caused by extreme heat or cold will not be considered weather days.Weather days may not be requested for portions of the Work that occur in the interiorof the building. An on-site daily log of weather conditions is to be maintained by theproject superintendent.MONTHLY ANTICIPATED ADVERSE WEATHER CALENDAR DAYSAUG SEPT OCT NOV DEC JAN FEB MARCH APR7 5 4 4 5 5 3 4 5
D. Article 9: LIQUIDATED DAMAGES1. Add the following subparagraph:
9.11.1: Time being of the essence and a matter of material consideration thereof, areasonable estimate in advance is established to cover losses incurred by the Ownerif the project is not substantially complete on the date set forth in the contractdocuments. The contractor and his surety shall be liable for and shall pay the owner,the sums hereinafter stipulated as fixed and agreed as liquidated damages for eachcalendar day of delay until the work of each stage is substantially complete:Five-hundred Dollars (500) per day.
E. Article 11: INSURANCE AND BONDS1. Add the following Clause ll.l.2.1 to ll.l.2:
ll.l.2.l The insurance required by Subparagraph ll.l shall be written for not less thanthe following, or greater, if required by law:CONTRACTOR'S LIABILITY INSURANCEConcerning the insurance described in Paragraph ll.l of AIA Document A20l, 2007Edition, specify the following minimum limits;(1) Worker's Compensation:
(a) State: Statutory(b) Applicable Fed.(e.g. Long-shoremen, harbor work, work at or outside of U.S.Boundaries): Statutory(c) Maritime: No(d) Employer' Liability: $l00,000(e) Benefits Required by Union Labor Contracts: As applicable.
(2) Comprehensive General Liability (Including Premises-Operations IndependentContractors' Protective; Products and Completed Operations; Broad From PropertyDamage):
(a) Bodily Injury:$1,000,000 Each Occurrence.$1,000,000 Aggregate, Products and Completed Operations.
(b) Property Damage:$1,000,000 Each Occurrence$1,000,000 Aggregate
(c) Products and Completed Operations Insurance shall be maintained for aminimum period of one (l) year after final payment and Contractor shall continueto provide evidence of such coverage to Owner on an annual basis during theaforementioned period.(d) Property Damage Liability Insurance shall include coverage for the followinghazards:
X (Explosion)C (Collapse)U (Underground)
(e) Contractual Liability (Hold Harmless Coverage):l. Bodily Injury:$500,000 Each Occurrence2. Property Damage:
00 7300 - 3 SUPPLEMENTARY CONDITIONS
$250,000 Each Occurrence$250,000 Aggregate
(f) Personal Injury, with Employment Exclusion deleted:$500,000 Aggregate
(3) Comprehensive Automobile Liability (owned, non-owned, hired):(a) Bodily Injury:$250,000 Each Person$500,000 Each Accident(b) Property Damage:$250,000 Each Occurrence
PROPERTY INSURANCEConcerning the insurance described in Paragraph ll.3 of AIA Document A20l, 2007Edition: The Contractor shall purchase the following: All Risk Insurance policy"Builders Risk" on all construction for the value of the buildings or the value of thisproject, whichever is greater. Hinds County Board of Supervisors shall be named asco-insured on this policy. The Contractor shall purchase insurance coverage againsttheft to cover all materials and equipment stored on-site which has not beenincorporated into the work.
2. Add the following Clause ll.l.4.l to ll.l.4:ll.l.4.l The Contractor shall furnish one copy each of Certificates of Insurance hereinfor each copy of the Agreement which shall specifically set forth evident of allcoverage required by Subparagraphs ll.1.1, ll.l.2 and ll.l.3. The Contractor shallfurnish to the Owner copies of any endorsements that are subsequently issuedamending coverage or limits.
F. ARTICLE 11 - INSURANCE AND BONDS1. Add the following for subparagraph 11.4.1.1:
a. 11.4.1.1 The Owner shall require the Contractor to furnish bonds covering faithfulperformance of the Contract and payment of obligations arising thereunder.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
01 1000 - 1 SUMMARY
SECTION 01 1000SUMMARY
PART 1 GENERAL1.01 PROJECT
A. Project Name: Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADARenovations
B. Owner's Name: Hinds County Board of Supervisors.C. Architect's Name: Belinda Stewart Architects, PAD. The Project consists of the concrete ramp and floor construction, door, hardware, and threshold
replacement, restroom alternation and repairs, new signage, new railings, misc. metalconstruction, and related restoration. of Hinds County Courthouse - Raymond.
1.02 CONTRACT DESCRIPTIONA. Contract Type: A single prime contract based on a Stipulated Price as described in Document
00 5200 - Agreement Form.1.03 DESCRIPTION OF ALTERATIONS WORK
A. Scope of demolition and removal work is shown on drawings.1.04 OWNER OCCUPANCY
A. Owner intends to continue to occupy adjacent portions of the existing building during the entireconstruction period.
B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.C. Schedule the Work to accommodate Owner occupancy.
1.05 CONTRACTOR USE OF SITE AND PREMISESA. Construction Operations: Limited to areas noted on Drawings. B. Arrange use of site and premises to allow:
1. Owner occupancy.C. Provide access to and from site as required by law and by Owner:
1. Emergency Building Exits During Construction: Keep all exits required by code openduring construction period; provide temporary exit signs if exit routes are temporarilyaltered.
2. Do not obstruct roadways, sidewalks, or other public ways without permit.D. Existing building spaces may not be used for storage.E. Utility Outages and Shutdown:
1. Limit disruption of utility services to hours the building is unoccupied.2. Prevent accidental disruption of utility services to other facilities.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
01 2000 - 1 PRICE ANDPAYMENT PROCEDURES
SECTION 01 2000PRICE AND PAYMENT PROCEDURES
PART 1 GENERAL1.01 SECTION INCLUDES
A. Procedures for preparation and submittal of applications for progress payments.B. Change procedures.
1.02 RELATED REQUIREMENTSA. Document 00 7200 - General Conditions and Document 00 7300 - Supplementary Conditions:
Additional requirements for progress payments, final payment, changes in the Work.B. Document 00 7300 - Supplementary Conditions: Percentage allowances for Contractor's
overhead and profit.C. Section 01 2100 - Allowances: Payment procedures relating to allowances.
1.03 SCHEDULE OF VALUESA. Form to be used: AIA G703.B. Electronic media printout including equivalent information will be considered in lieu of standard
form specified; submit draft to Architect for approval.C. Forms filled out by hand will not be accepted.D. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor
Agreement.E. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number
and title of the specification Section. Identify site mobilization and bonds and insurance.F. Include separately from each line item, a direct proportional amount of Contractor's overhead
and profit.G. Revise schedule to list approved Change Orders, with each Application For Payment.
1.04 APPLICATIONS FOR PROGRESS PAYMENTSA. Payment Period: Submit at intervals stipulated in the Agreement.B. Form to be used: AIA G702.C. Electronic media printout including equivalent information will be considered in lieu of standard
form specified; submit sample to Architect for approval.D. Forms filled out by hand will not be accepted.E. Execute certification by signature of authorized officer.F. Use data from approved Schedule of Values. Provide dollar value in each column for each line
item for portion of work performed and for stored products.G. List each authorized Change Order as a separate line item, listing Change Order number and
dollar amount as for an original item of Work.H. Submit Five copies of each Application for Payment.I. Include the following with the application:
1. Transmittal letter as specified for Submittals in Section 01 3000.2. Construction progress schedule, revised and current as specified in Section 01 3000.3. Affidavits attesting to off-site stored products.
J. When Architect requires substantiating information, submit data justifying dollar amounts inquestion. Provide one copy of data with cover letter for each copy of submittal. Showapplication number and date, and line item by number and description.
1.05 MODIFICATION PROCEDURESA. Refer to Section 00700 - General Conditions for Modification Procedures.
01 2000 - 2 PRICE AND PAYMENT PROCEDURES
1.06 APPLICATION FOR FINAL PAYMENTA. Prepare Application for Final Payment as specified for progress payments, identifying total
adjusted Contract Price, previous payments, and sum remaining due.B. Application for Final Payment will not be considered until the following have been accomplished:
1. All closeout procedures specified in Section 01 7000.END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
01 2300 - 1 ALTERNATES
SECTION 01 2300ALTERNATES
PART 1 GENERAL1.01 SECTION INCLUDES
A. Description of Alternates.B. Procedures for pricing Alternates.C. Documentation of changes to Contract Price and Contract Time.
1.02 RELATED REQUIREMENTSA. Document 00 2113 - Instructions to Bidders: Instructions for preparation of pricing for
Alternates.B. Document 00 5200 - Agreement Form: Incorporating monetary value of accepted Alternates.
1.03 ACCEPTANCE OF ALTERNATESA. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option.
Accepted Alternates will be identified in the Owner-Contractor Agreement.B. Coordinate related work and modify surrounding work to integrate the Work of each Alternate.
1.04 SCHEDULE OF ALTERNATESA. Alternate No. 1 - Restoration work of the men and women's restroom on the main floor of the
Annex building as described on A5.3 & A5.5B. Alternate No. 2 -Perform all work described on A5.7 & A5.8 for the Chancery Clerk's Office to
bring the office and adjacent records room into ADA compliance.C. Alternate No. 3 -Replace existing door hardware, widen door frames, and install new doors
where indicated in the Courthouse.D. Alternate No. 4 -Replace existing door hardware, widen door drames, and install new doors
where indicated in the Annex.END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
01 3000 - 1 ADMINISTRATIVEREQUIREMENTS
SECTION 01 3000ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL1.01 SECTION INCLUDES
A. Preconstruction meeting.B. Progress meetings.C. Construction progress schedule.D. Submittals for review, information, and project closeout.E. Number of copies of submittals.F. Submittal procedures.
1.02 RELATED REQUIREMENTSA. Section 01 7800 - Closeout Submittals: Project record documents.
PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 PRECONSTRUCTION MEETING
A. Architect will schedule a meeting after Notice of Award.B. Attendance Required:
1. Owner.2. Architect.3. Contractor.
C. Agenda:1. Execution of Owner-Contractor Agreement.2. Submission of executed bonds and insurance certificates.3. Distribution of Contract Documents.4. Submission of list of Subcontractors, list of Products, schedule of values, and progress
schedule.5. Designation of personnel representing the parties to Contract, Owner, and Architect.6. Procedures and processing of field decisions, submittals, substitutions, applications for
payments, proposal request, Change Orders, and Contract closeout procedures.7. Scheduling.
D. Record minutes and distribute copies within two days after meeting to participants, with copiesto Architect, Owner, participants, and those affected by decisions made.
3.02 PROGRESS MEETINGSA. Schedule and administer meetings throughout progress of the Work at maximum bi-monthly
intervals.B. Make arrangements for meetings, prepare agenda with copies for participants, preside at
meetings.C. Attendance Required:
1. Contractor.2. Owner.3. Architect.4. Contractor's Superintendent.5. Major Subcontractors.
D. Agenda:1. Review minutes of previous meetings.2. Review of Work progress.3. Field observations, problems, and decisions.
01 3000 - 2 ADMINISTRATIVE REQUIREMENTS
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.
E. Record minutes and distribute copies within two days after meeting to participants, with twocopies to Architect, Owner, participants, and those affected by decisions made.
3.03 CONSTRUCTION PROGRESS SCHEDULEA. Within 10 days after date of the Agreement, submit preliminary schedule defining planned
operations for the first 60 days of Work, with a general outline for remainder of Work.B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.C. Within 20 days after review of preliminary schedule, submit draft of proposed complete
schedule for review.1. Include written certification that major contractors have reviewed and accepted proposed
schedule.D. Within 10 days after joint review, submit complete schedule.E. Submit updated schedule with each Application for Payment.
3.04 SUBMITTALS FOR REVIEWA. 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 withinformation 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 7800 - CloseoutSubmittals.
3.05 SUBMITTALS FOR INFORMATIONA. 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. 3.06 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.
01 3000 - 3 ADMINISTRATIVE REQUIREMENTS
4. Bonds.5. Other types as indicated.
D. Submit for Owner's benefit during and after project completion.3.07 NUMBER OF COPIES OF SUBMITTALS
A. Documents for Review:1. Small Size Sheets, Not Larger Than 8-1/2 x 11 inches: Submit the number of copies that
Contractor requires, plus two copies that will be retained by Architect.B. Documents for Information: Submit 3 copies.C. Documents for Project Closeout: Make two reproduction of submittal originally reviewed.
Submit one extra of submittals for information.D. 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.
3.08 SUBMITTAL PROCEDURESA. Shop Drawing Procedures:
1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting theContract Documents and coordinating related Work.
2. Generic, non-project specific information submitted as shop drawings do not meet therequirements for shop drawings.
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 ofinformation is in accordance with the requirements of the Work and Contract Documents.
G. Deliver submittals to Architect at business address.H. Schedule submittals to expedite the Project, and coordinate submission of related items.I. For each submittal for review, allow 14 days excluding delivery time to and from the Contractor.J. Identify variations from Contract Documents and Product or system limitations that may be
detrimental to successful performance of the completed Work.K. Provide space for Contractor and Architect review stamps.L. When revised for resubmission, identify all changes made since previous submission.M. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to
comply with requirements.N. Submittals not requested will not be recognized or processed.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
01 3216 - 1 CONSTRUCTIONPROGRESS SCHEDULE
SECTION 01 3216CONSTRUCTION PROGRESS SCHEDULE
PART 1 GENERAL1.01 SECTION INCLUDES
A. Preliminary schedule.B. Construction progress schedule, bar chart type.
1.02 SUBMITTALSA. Within 10 days after date of Agreement, submit preliminary schedule defining planned
operations for the first 60 days of Work, with a general outline for remainder of Work.B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.C. Within 20 days after review of preliminary schedule, submit draft of proposed complete
schedule for review.D. Submit updated schedule with each Application for Payment.
1.03 SCHEDULE FORMATA. Listings: In chronological order according to the start date for each activity. Identify each
activity with the applicable specification section number.B. Sheet Size: Multiples of 8-1/2 x 11 inches.
PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 PRELIMINARY SCHEDULE
A. Prepare preliminary schedule in the form of a horizontal bar chart.3.02 BAR CHARTS
A. Include a separate bar for each major portion of Work or operation.B. Identify the first work day of each week.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
01 4000 - 1 QUALITYREQUIREMENTS
SECTION 01 4000QUALITY REQUIREMENTS
PART 1 GENERAL1.01 SECTION INCLUDES
A. References and standards.B. Submittals.C. Quality assurance.D. Mock-ups.E. Control of installation.F. Tolerances.G. Testing agencies and services.H. Control of installation.I. Mock-ups.J. Tolerances.K. Defect Assessment.
1.02 RELATED REQUIREMENTSA. Document 00 7200 - General Conditions: Inspections and approvals required by public
authorities.B. Section 01 3000 - Administrative Requirements: Submittal procedures.C. Section 01 4216 - Definitions.D. Section 01 6000 - Product Requirements: Requirements for material and product quality.
1.03 REFERENCE STANDARDSA. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building Sealants;
2008 (Reapproved 2014).B. ASTM C1077 - Standard Practice for Laboratories Testing Concrete and Concrete Aggregates
for Use in Construction and Criteria for Laboratory Evaluation; 2014.1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Test Reports: After each test/inspection, promptly submit two copies of report to Architect and
to Contractor.1. Include:
a. Date issued.b. Project title and number.c. Name of inspector.d. Date and time of sampling or inspection.e. Identification of product and specifications section.f. Location in the Project.g. Type of test/inspection.h. Date of test/inspection.i. Results of test/inspection.j. Conformance with Contract Documents.k. When requested by Architect, provide interpretation of results.
2. Test report submittals are for Architect's knowledge as contract administrator for thelimited purpose of assessing conformance with information given and the design conceptexpressed in the contract documents, or for Owner's information.
01 4000 - 2 QUALITY REQUIREMENTS
C. Certificates: When specified in individual specification sections, submit certification by themanufacturer and Contractor or installation/application subcontractor to Architect, in quantitiesspecified for Product Data.1. Indicate material or product conforms to or exceeds specified requirements. Submit
supporting reference data, affidavits, and certifications as appropriate.2. Certificates may be recent or previous test results on material or product, but must be
acceptable to Architect.D. Manufacturer's Instructions: When specified in individual specification sections, submit printed
instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for theOwner's information. Indicate special procedures, perimeter conditions requiring specialattention, and special environmental criteria required for application or installation.
1.05 QUALITY ASSURANCEA. Testing Agency Qualifications:
1. Prior to start of Work, submit agency name, address, and telephone number, and namesof full time registered Engineer and responsible officer.
1.06 REFERENCES AND STANDARDS1.07 TESTING AND INSPECTION AGENCIES AND SERVICES
A. Contractor shall employ and pay for services of an independent testing agency to performspecified testing.
B. Employment of agency in no way relieves Contractor of obligation to perform Work inaccordance with requirements of Contract Documents.
C. Contractor Employed Agency:PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, andworkmanship, to produce Work of specified quality.
B. Comply with manufacturers' instructions, including each step in sequence.C. Should manufacturers' instructions conflict with Contract Documents, request clarification from
Architect before proceeding.D. Comply with specified standards as minimum quality for the Work except where more stringent
tolerances, codes, or specified requirements indicate higher standards or more preciseworkmanship.
E. Have Work performed by persons qualified to produce required and specified quality.F. Verify that field measurements are as indicated on shop drawings or as instructed by the
manufacturer.G. Secure products in place with positive anchorage devices designed and sized to withstand
stresses, vibration, physical distortion, and disfigurement.3.02 MOCK-UPS
A. Tests shall be performed under provisions identified in this section and identified in therespective product specification sections.
B. Assemble and erect specified items with specified attachment and anchorage devices,flashings, seals, and finishes.
C. Accepted mock-ups shall be a comparison standard for the remaining Work.D. Where mock-up has been accepted by Architect and is specified in product specification
sections to be removed, protect mock-up throughout construction, remove mock-up and cleararea when directed to do so by Architect.
01 4000 - 3 QUALITY REQUIREMENTS
3.03 TOLERANCESA. Monitor fabrication and installation tolerance control of products to produce acceptable Work.
Do not permit tolerances to accumulate.B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract
Documents, request clarification from Architect before proceeding.C. Adjust products to appropriate dimensions; position before securing products in place.
3.04 TESTING AND INSPECTIONA. Testing Agency Duties:
1. Provide qualified personnel at site. Cooperate with Architect and Contractor inperformance of services.
2. Perform specified sampling and testing of products in accordance with specifiedstandards.
3. Ascertain compliance of materials and mixes with requirements of Contract Documents.4. Promptly notify Architect and Contractor of observed irregularities or non-conformance of
Work or products.5. Perform additional tests and inspections required by Architect.6. Submit reports of all tests/inspections specified.
B. Limits on Testing/Inspection Agency Authority:1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents.2. Agency may not approve or accept any portion of the Work.3. Agency may not assume any duties of Contractor.4. Agency has no authority to stop the Work.
C. Contractor Responsibilities:1. Deliver to agency at designated location, adequate samples of materials proposed to be
used that require testing, along with proposed mix designs.2. Cooperate with laboratory personnel, and provide access to the Work and to
manufacturers' facilities.3. Provide incidental labor and facilities:
a. To provide access to Work to be tested/inspected.b. To obtain and handle samples at the site or at source of Products to be
tested/inspected.c. To facilitate tests/inspections.d. To provide storage and curing of test samples.
4. Notify Architect and laboratory 24 hours prior to expected time for operations requiringtesting/inspection services.
5. Employ services of an independent qualified testing laboratory and pay for additionalsamples, tests, and inspections required by Contractor beyond specified requirements.
6. Arrange with Owner's agency and pay for additional samples, tests, and inspectionsrequired by Contractor beyond specified requirements.
D. Re-testing required because of non-conformance to specified requirements shall be performedby the same agency on instructions by Architect.
E. Re-testing required because of non-conformance to specified requirements shall be paid for byContractor.
3.05 DEFECT ASSESSMENTA. Replace Work or portions of the Work not conforming to specified requirements.B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect will
direct an appropriate remedy or adjust payment.END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
01 4216 - 1 DEFINITIONS
SECTION 01 4216DEFINITIONS
PART 1 GENERAL1.01 SUMMARY
A. This section supplements the definitions contained in the General Conditions.B. Other definitions are included in individual specification sections.
1.02 DEFINITIONSA. Furnish: To supply, deliver, unload, and inspect for damage.B. Install: To unpack, assemble, erect, apply, place, finish, cure, protect, clean, start up, and make
ready for use.C. Product: Material, machinery, components, equipment, fixtures, and systems forming the work
result. Not materials or equipment used for preparation, fabrication, conveying, or erection andnot incorporated into the work result. Products may be new, never before used, or re-usedmaterials or equipment.
D. Project Manual: The book-sized volume that includes the procurement requirements (if any),the contracting requirements, and the specifications.
E. Provide: To furnish and install.F. Supply: Same as Furnish.
PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION - NOT USED
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
01 5000 - 1 TEMPORARYFACILITIES AND CONTROLS
SECTION 01 5000TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL1.01 SECTION INCLUDES
A. Temporary utilities.B. Temporary telecommunications services.C. Temporary sanitary facilities.D. Temporary Controls: Barriers, enclosures, and fencing.E. Security requirements.F. Vehicular access and parking.G. Waste removal facilities and services.H. Project identification sign.I. Field offices.
1.02 TEMPORARY UTILITIESA. Provide and pay for all electrical power and lighting required for construction purposes.B. Use trigger-operated nozzles for water hoses, to avoid waste of water.
1.03 TELECOMMUNICATIONS SERVICESA. Provide, maintain, and pay for telecommunications services to field office at time of project
mobilization.1.04 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.B. Maintain daily in clean and sanitary condition.
1.05 BARRIERSA. 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 protectexisting facilities and adjacent properties from damage from construction operations anddemolition.
B. Provide barricades and covered walkways required by governing authorities for publicrights-of-way and for public access to existing building.
C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.1.06 FENCING
A. Construction: Commercial grade chain link fence.B. Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates
with locks.1.07 EXTERIOR ENCLOSURES
A. Provide temporary insulated weather tight closure of exterior openings to accommodateacceptable working conditions and protection for Products, to allow for temporary heating andmaintenance of required ambient temperatures identified in individual specification sections,and to prevent entry of unauthorized persons. Provide access doors with self-closing hardwareand locks.
1.08 INTERIOR ENCLOSURESA. Construction: Framing and reinforced polyethylene sheet materials with closed joints and
sealed edges at intersections with existing surfaces:
01 5000 - 2 TEMPORARY FACILITIES AND CONTROLS
1.09 VEHICULAR ACCESS AND PARKINGA. Coordinate access and haul routes with governing authorities and Owner.B. Provide and maintain access to fire hydrants, free of obstructions.C. Provide means of removing mud from vehicle wheels before entering streets.D. Provide temporary parking areas to accommodate construction personnel. When site space is
not adequate, provide additional off-site parking.1.10 WASTE REMOVAL
A. Provide waste removal facilities and services as required to maintain the site in clean andorderly 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 structureunless otherwise approved by the authorities having jurisdiction.
1.11 PROJECT IDENTIFICATIONA. Provide project identification sign of design and construction indicated on Drawings.B. Erect on site at location determined by all parties during Pre-Construction Meeting.C. No other signs are allowed without Owner permission except those required by law.
1.12 FIELD OFFICESA. Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped
with sturdy furniture .B. Provide space for Project meetings, with table and chairs to accommodate 6 persons.
1.13 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLSA. 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 new permanent facilities used during construction to specified condition.
PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION - NOT USED
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
01 6000 - 1 PRODUCTREQUIREMENTS
SECTION 01 6000PRODUCT REQUIREMENTS
PART 1 GENERAL1.01 SUBMITTALS
A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy toidentify 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 electricalcharacteristics, utility connection requirements, and location of utility outlets for service forfunctional equipment and appliances.
C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, withintegral 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 PRODUCTS2.01 EXISTING PRODUCTS
A. Do not use materials and equipment removed from existing premises unless specificallyrequired or permitted by the Contract Documents.
B. Existing materials and equipment indicated to be removed, but not to be re-used, relocated,reinstalled, delivered to the Owner, or otherwise indicated as to remain the property of theOwner, become the property of the Contractor; remove from site.
2.02 PRODUCT OPTIONSA. 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.PART 3 EXECUTION3.01 SUBSTITUTION PROCEDURES
A. Architect will consider requests for substitutions only within 30 days after established in Noticeto Proceed.
B. Substitutions will be considered when a product, through no fault of the Contractor, becomesunavailable or unsuitable due to regulatory change.
C. Document each request with complete data substantiating compliance of proposed substitutionwith Contract Documents.
D. 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.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.5. Agrees to reimburse Owner and Architect for review or redesign services associated with
re-approval by authorities.
01 6000 - 2 PRODUCT REQUIREMENTS
E. Substitutions will not be considered when they are indicated or implied on shop drawing orproduct data submittals, without separate written request, or when acceptance will requirerevision to the Contract Documents.
3.02 TRANSPORTATION AND HANDLINGA. 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 PROTECTIONA. 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 toexcessive 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 othercontaminants.
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. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with
foreign matter.K. Prevent contact with material that may cause corrosion, discoloration, or staining.L. Provide equipment and personnel to store products by methods to prevent soiling,
disfigurement, or damage.M. Arrange storage of products to permit access for inspection. Periodically inspect to verify
products are undamaged and are maintained in acceptable condition.END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
01 7000 - 1 EXECUTION ANDCLOSEOUT REQUIREMENTS
SECTION 01 7000EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 GENERAL1.01 SECTION INCLUDES
A. Examination, preparation, and general installation procedures.B. Cutting and patching.C. Cleaning and protection.
1.02 RELATED REQUIREMENTSA. Section 01 1000 - Summary: Limitations on working in existing building; continued occupancy;
work sequence; identification of salvaged and relocated materials.B. Section 01 3000 - Administrative Requirements: Submittals procedures, Electronic document
submittal service.C. Section 01 4000 - Quality Requirements: Testing and inspection procedures.D. Section 01 7800 - Closeout Submittals: Project record documents, operation and maintenance
data, warranties and bonds.E. Section 01 7900 - Demonstration and Training: Demonstration of products and systems to be
commissioned and where indicated in specific specification sections1.03 COORDINATION
A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual toensure efficient and orderly sequence of installation of interdependent construction elements,with provisions for accommodating items installed later.
B. Notify affected utility companies and comply with their requirements.C. Verify that utility requirements and characteristics of new operating equipment are compatible
with building utilities. Coordinate work of various sections having interdependent responsibilitiesfor installing, connecting to, and placing in service, such equipment.
D. Coordinate space requirements, supports, and installation of mechanical and electrical workthat are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, andconduit, as closely as practicable; place runs parallel with lines of building. Utilize spacesefficiently to maximize accessibility for other installations, for maintenance, and for repairs.
E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within theconstruction. Coordinate locations of fixtures and outlets with finish elements.
F. Coordinate completion and clean-up of work of separate sections.G. After Owner occupancy of premises, coordinate access to site for correction of defective work
and work not in accordance with Contract Documents, to minimize disruption of Owner'sactivities.
PART 2 PRODUCTS2.01 PATCHING MATERIALS
A. New Materials: As specified in product sections; match existing products and work for patchingand extending work.
B. Type and Quality of Existing Products: Determine by inspecting and testing products wherenecessary, referring to existing work as a standard.
C. Product Substitution: For any proposed change in materials, submit request for substitutiondescribed in Section 01 6000 - Product Requirements.
01 7000 - 2 EXECUTION AND CLOSEOUT REQUIREMENTS
PART 3 EXECUTION3.01 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 beingapplied 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 meansacceptance of existing conditions.
3.02 PREPARATIONA. 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 GENERAL INSTALLATION REQUIREMENTS
A. Install products as specified in individual sections, in accordance with manufacturer'sinstructions 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.
3.04 CUTTING AND PATCHINGA. 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.8. Remove and replace defective and non-conforming work.
C. Execute cutting and patching including excavation and fill to complete the work, to uncover workin order to install improperly sequenced work, to remove and replace defective ornon-conforming work, to remove samples of installed work for testing when requested, toprovide openings in the work for penetration of mechanical and electrical work, to executepatching to complement adjacent work, and to fit products together to integrate with other work.
D. Execute work by methods that avoid damage to other work and that will provide appropriatesurfaces to receive patching and finishing. In existing work, minimize damage and restore tooriginal condition.
01 7000 - 3 EXECUTION AND CLOSEOUT REQUIREMENTS
E. Employ original installer to perform cutting for weather exposed and moisture resistantelements, and sight exposed surfaces.
F. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without priorapproval.
G. Restore work with new products in accordance with requirements of Contract Documents.H. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.I. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids
with fire rated material in accordance with Section 07 8400, to full thickness of the penetratedelement.
J. 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 entireunit.
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, repairsubstrate prior to repairing finish.
K. Refinish surfaces to match adjacent finish. For continuous surfaces, refinish to nearestintersection or natural break. For an assembly, refinish entire unit.
L. Make neat transitions. Patch work to match adjacent work in texture and appearance. Wherenew work abuts or aligns with existing, perform a smooth and even transition.
3.05 PROGRESS CLEANINGA. 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.3.06 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 materialmanufacturer.
G. Remove protective coverings when no longer needed; reuse or recycle coverings if possible.3.07 ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered operation.3.08 FINAL CLEANING
A. Use cleaning materials that are nonhazardous.
01 7000 - 4 EXECUTION AND CLOSEOUT REQUIREMENTS
B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stainsand foreign substances, polish transparent and glossy surfaces, vacuum carpeted and softsurfaces.
C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels ornameplates on mechanical and electrical equipment.
D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to thesurface and material being cleaned.
E. Clean filters of operating equipment.F. Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, and
drainage systems.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.3.09 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 ofSubstantial Completion.
C. Notify Architect when work is considered ready for Architect's Substantial Completioninspection.
D. Submit written certification containing Contractor's Correction Punch List, that ContractDocuments have been reviewed, work has been inspected, and that work is complete inaccordance with Contract Documents and ready for Architect's Substantial Completioninspection.
E. Conduct Substantial Completion inspection and create Final Correction Punch List containingArchitect's and Contractor's comprehensive list of items identified to be completed or correctedand submit to Architect.
F. Correct items of work listed in Final Correction Punch List and comply with requirements foraccess to Owner-occupied areas.
G. Notify Architect when work is considered finally complete and ready for Architect's SubstantialCompletion final inspection.
H. Complete items of work determined by Architect listed in executed Certificate of SubstantialCompletion.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
01 7800 - 1 CLOSEOUTSUBMITTALS
SECTION 01 7800CLOSEOUT SUBMITTALS
PART 1 GENERAL1.01 SECTION INCLUDES
A. Project Record Documents.B. Operation and Maintenance Data.C. Warranties and bonds.
1.02 RELATED REQUIREMENTSA. Section 01 3000 - Administrative Requirements: Submittals procedures, shop drawings,
product data, and samples.B. Section 01 7000 - Execution and Closeout Requirements: Contract closeout procedures.C. Individual Product Sections: Specific requirements for operation and maintenance data.D. Individual Product Sections: Warranties required for specific products or Work.
1.03 SUBMITTALSA. Project Record Documents: Submit documents to Architect with claim for final Application for
Payment.B. Operation and Maintenance Data:
1. Submit two copies of preliminary draft or proposed formats and outlines of contents beforestart of Work. Architect will review draft and return one copy with comments.
2. For equipment, or component parts of equipment put into service during construction andoperated by Owner, submit completed documents within ten days after acceptance.
3. Submit one copy of completed documents 15 days prior to final inspection. This copy willbe reviewed and returned after final inspection, with Architect comments. Revise contentof all document sets as required prior to final submission.
4. Submit two sets of revised final documents in final form within 10 days after finalinspection.
C. Warranties and Bonds:1. For equipment or component parts of equipment put into service during construction with
Owner's permission, submit documents within 10 days after acceptance.2. Make other submittals within 10 days after Date of Substantial Completion, prior to final
Application for Payment.3. For items of Work for which acceptance is delayed beyond Date of Substantial
Completion, submit within 10 days after acceptance, listing the date of acceptance as thebeginning of the warranty period.
PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 PROJECT RECORD DOCUMENTS
A. Maintain on site one set of the following record documents; record actual revisions to the Work:1. Drawings.2. Addenda.3. Change Orders and other modifications to the Contract.
B. Ensure entries are complete and accurate, enabling future reference by Owner.C. Store record documents separate from documents used for construction.D. Record information concurrent with construction progress.E. Record Drawings : Legibly mark each item to record actual construction including:
1. Measured horizontal and vertical locations of underground utilities and appurtenances,referenced to permanent surface improvements.
01 7800 - 2 CLOSEOUT SUBMITTALS
2. Measured locations of internal utilities and appurtenances concealed in construction,referenced to visible and accessible features of the Work.
3. Field changes of dimension and detail.4. Details not on original Contract drawings.
3.02 OPERATION AND MAINTENANCE DATAA. Source Data: For each product or system, list names, addresses and telephone numbers of
Subcontractors and suppliers, including local source of supplies and replacement parts.B. Product Data: Mark each sheet to clearly identify specific products and component parts, and
data applicable to installation. Delete inapplicable information.C. Drawings: Supplement product data to illustrate relations of component parts of equipment and
systems, to show control and flow diagrams. Do not use Project Record Documents asmaintenance drawings.
3.03 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHESA. For Each Product, Applied Material, and Finish:
1. Product data, with catalog number, size, composition, and color and texture designations.2. Information for re-ordering custom manufactured products.
B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agentsand methods, precautions against detrimental cleaning agents and methods, andrecommended schedule for cleaning and maintenance.
C. Additional information as specified in individual product specification sections.D. Where additional instructions are required, beyond the manufacturer's standard printed
instructions, have instructions prepared by personnel experienced in the operation andmaintenance of the specific products.
E. Provide a listing in Table of Contents for design data, with tabbed fly sheet and space forinsertion of data.
3.04 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMSA. For Each Item of Equipment and Each System:
1. Description of unit or system, and component parts.2. Identify function, normal operating characteristics, and limiting conditions.3. Include performance curves, with engineering data and tests.4. Complete nomenclature and model number of replaceable parts.
B. Where additional instructions are required, beyond the manufacturer's standard printedinstructions, have instructions prepared by personnel experienced in the operation andmaintenance of the specific products.
C. Panelboard Circuit Directories: Provide electrical service characteristics, controls, andcommunications; typed.
D. Operating Procedures: Include start-up, break-in, and routine normal operating instructions andsequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and any special operating instructions.
E. Maintenance Requirements: Include routine procedures and guide for preventativemaintenance and trouble shooting; disassembly, repair, and reassembly instructions; andalignment, adjusting, balancing, and checking instructions.
F. Provide servicing and lubrication schedule, and list of lubricants required.G. Include manufacturer's printed operation and maintenance instructions.H. Include sequence of operation by controls manufacturer.I. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams
required for maintenance.J. Additional Requirements: As specified in individual product specification sections.
01 7800 - 3 CLOSEOUT SUBMITTALS
3.05 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALSA. Assemble operation and maintenance data into durable manuals for Owner's personnel use,
with data arranged in the same sequence as, and identified by, the specification sections.B. Where systems involve more than one specification section, provide separate tabbed divider for
each system.C. Prepare instructions and data by personnel experienced in maintenance and operation of
described products.D. Prepare data in the form of an instructional manual.E. Binders: Commercial quality, 8-1/2 by 11 inch three D side ring binders with durable plastic
covers; 2 inch maximum ring size. When multiple binders are used, correlate data into relatedconsistent groupings.
F. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCEINSTRUCTIONS; identify title of Project; identify subject matter of contents.
G. Project Directory: Title and address of Project; names, addresses, and telephone numbers ofArchitect, Consultants,Contractorand subcontractors, with names of responsible parties.
H. Tables of Contents: List every item separated by a divider, using the same identification as onthe divider tab; where multiple volumes are required, include all volumes Tables of Contents ineach volume, with the current volume clearly identified.
I. Dividers: Provide tabbed dividers for each separate product and system; identify the contentson the divider tab; immediately following the divider tab include a description of product andmajor component parts of equipment.
J. Text: Manufacturer's printed data, or typewritten data on 24 pound paper.K. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to
size of text pages.L. Arrange content by systems under section numbers and sequence of Table of Contents of this
Project Manual.M. Contents: Prepare a Table of Contents for each volume, with each product or system
description identified, in three parts as follows:1. Part 1: Directory, listing names, addresses, and telephone numbers of Architect,
Contractor, Subcontractors, and major equipment suppliers.2. Part 2: Operation and maintenance instructions, arranged by system and subdivided by
specification section. For each category, identify names, addresses, and telephonenumbers of Subcontractors and suppliers. Identify the following:a. Significant design criteria.b. List of equipment.c. Parts list for each component.d. Operating instructions.e. Maintenance instructions for equipment and systems.f. Maintenance instructions for special finishes, including recommended cleaning
methods and materials, and special precautions identifying detrimental agents.3. Part 3: Project documents and certificates, including the following:
a. Shop drawings and product data.b. Air and water balance reports.c. Certificates.
N. Provide a listing in Table of Contents for design data, with tabbed dividers and space forinsertion of data.
O. Table of Contents: Provide title of Project; names, addresses, and telephone numbers ofArchitect, Consultants, and Contractor with name of responsible parties; schedule of productsand systems, indexed to content of the volume.
01 7800 - 4 CLOSEOUT SUBMITTALS
3.06 WARRANTIES AND BONDSA. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers,
and manufacturers, within 10 days after completion of the applicable item of work. Except foritems put into use with Owner's permission, leave date of beginning of time of warranty untilDate of Substantial completion is determined.
B. Verify that documents are in proper form, contain full information, and are notarized.C. Co-execute submittals when required.D. Retain warranties and bonds until time specified for submittal.E. Include originals of each in operation and maintenance manuals, indexed separately on Table of
Contents.END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
01 7900 - 1 DEMONSTRATIONAND TRAINING
SECTION 01 7900DEMONSTRATION AND TRAINING
PART 1 GENERAL1.01 SUMMARY
A. Demonstration of products and systems where indicated in specific specification sections.B. Training of Owner personnel in operation and maintenance is required for:
1. Items specified in individual product Sections.1.02 RELATED REQUIREMENTS
A. Section 01 7800 - Closeout Submittals: Operation and maintenance manuals.1.03 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Training Plan: Owner will designate personnel to be trained; tailor training to needs and
skill-level of attendees.1. Submit to Architect for transmittal to Owner.2. Submit not less than four weeks prior to start of training.
1.04 QUALITY ASSURANCEA. Instructor Qualifications: Familiar with design, operation, maintenance and troubleshooting of
the relevant products and systems. 1. Provide as instructors the most qualified trainer of those contractors and/or installers who
actually supplied and installed the systems and equipment.2. Where a single person is not familiar with all aspects, provide specialists with necessary
qualifications.PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 DEMONSTRATION - GENERAL
A. Demonstrations conducted during system start-up do not qualify as demonstrations for thepurposes of this section, unless approved in advance by Owner.
B. Demonstration may be combined with Owner personnel training if applicable.C. Operating Equipment and Systems: Demonstrate operation in all modes, including start-up,
shut-down, seasonal changeover, emergency conditions, and troubleshooting, and maintenanceprocedures, including scheduled and preventive maintenance.1. Perform demonstrations not less than two weeks prior to Substantial Completion.
D. Non-Operating Products: Demonstrate cleaning, scheduled and preventive maintenance, andrepair procedures.1. Perform demonstrations not less than two weeks prior to Substantial Completion.
3.02 TRAINING - GENERALA. Conduct training on-site unless otherwise indicated.B. Training schedule will be subject to availability of Owner's personnel to be trained; re-schedule
training sessions as required by Owner; once schedule has been approved by Owner failure toconduct sessions according to schedule will be cause for Owner to charge Contractor forpersonnel "show-up" time.
C. Product- and System-Specific Training:1. Review the applicable O&M manuals.2. For systems, provide an overview of system operation, design parameters and constraints,
and operational strategies.
01 7900 - 2 DEMONSTRATION AND TRAINING
3. Review instructions for proper operation in all modes, including start-up, shut-down,seasonal changeover and emergency procedures, and for maintenance, includingpreventative maintenance.
4. Provide hands-on training on all operational modes possible and preventive maintenance.5. Emphasize safe and proper operating requirements; discuss relevant health and safety
issues and emergency procedures.6. Discuss common troubleshooting problems and solutions.7. Discuss any peculiarities of equipment installation or operation.8. Discuss warranties and guarantees, including procedures necessary to avoid voiding
coverage.9. Review recommended tools and spare parts inventory suggestions of manufacturers.10. Review spare parts and tools required to be furnished by Contractor.11. Review spare parts suppliers and sources and procurement procedures.
D. Be prepared to answer questions raised by training attendees; if unable to answer duringtraining session, provide written response within three days.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
02 2140 - 1 RESTORATION ANDRENOVATION TECHNIQUES
SECTION 02 2140RESTORATION AND RENOVATION TECHNIQUES
PART 1 - GENERAL1.01 GENERAL
A. This section specifies the particular procedures to be employed in the renovation of originalbuilding features, materials, surfaces and artifacts during the course of the work. Refer toDemolition and Restoration and Repair Notes on drawings for additional information.
1.02 RELATED SECTIONSA. Section 09 9000 - Paints and CoatingsB. Section 09 - Staining and Transparent Finishing
1.03 ARCHITECT CONSULTATIONA. Notify Architect immediately if existing conditions uncovered vary significantly from that shown
herein and/or pose structural instability, or situation requires modification to the architecturaldetails and intent. Obtain approval before proceeding with the work.
1.04 ALTERNATE METHODSA. Alternate techniques for specified renovation procedures may be submitted for review and
approval by the Architect. Provide detailed description of technique, including chemicalcomposition of chemicals (if any) and list of projects at which procedure has been usedsuccessfully. See Product Material Substitutions, Section 01 6000.
1.05 REQUIREMENTS TO MATCH EXISTINGA. Selection of materials for restoration, reconstruction and repair shall exactly match designated
material or feature in type, form, construction, density, grain, surface texture, etc. When extantfeature is to be reproduced remove intact sample of the existing feature or material and furnishto manufacturer as a template for fabrication, where possible.
1.06 ORIGINAL MATERIALSA. Limit cutting and patching in original materials to the absolute minimum necessary to
accomplish the work.1.07 DEFINITIONS
A. WELL MAINTAINED CONDITION: Items indicated to be returned to a well maintainedcondition shall be repaired to a fully-functioning condition, with replacement of any damaged ordeteriorated materials or components that interfere with the function of the item being restored -or elements that show visual signs of a lack of maintenance. Items are to appear as though theyhave been well maintained over their life, showing minor imperfections, scars and other signs ofwear that do not interfere with the function of the item.
1.08 STANDARDS AND REGULATIONSA. Comply with the standards of the U.S. Department of the Interior "Secretary of the Interior's
Standards for Rehabilitation".1.09 SAMPLES AND DEMONSTRATION AREAS
A. Unless otherwise indicated, prepare samples and demonstration areas indicated below forapproval by Architect before proceeding with the work: (Architect to designatesample/demonstration location prior to proceeding with sample/demonstration.)1. Wood repair and refinishing: 10 sq. ft. Area at each type.2. New elements to match existing: 2 lin. ft. each type.3. Plaster Repair: One complete crack repair and one restabilization repair.4. Concrete patching/repair:10 sq. ft. area at each type.5. Door repair/restoration: 1 door of each type.
1.10 SUBMITTALSA. Refer to Section 01 3000 - Administrative Requirements for Submittal Requirements.
02 2140 - 2 RESTORATION AND RENOVATION TECHNIQUES
B. Submit manufacturer's specifications, samples and other data as requested by the Architect foreach product, including certification that each product complies with specified requirements.
C. Submit information as noted in individual sections/paragraphs.PART 2 - SCHEDULE OF TECHNIQUES2.01 METAL CLEANING
A. Scrape and wire brush surface to remove loose paint and rust.1. Do not sandblast, use grinders or sanding disks except with prior approval of Architect.
Where sandblasting is approved by Architect in writing, sandblast metal exceeding 1/16"minimum thickness to the extent required to expose clean metal for repairs.
2. Do not sandblast lead coated copper, or other coated materials.3. Protect existing copper patina and surrounding surfaces during metal cleaning.
2.02 METAL REPAIRSA. Inspect metal items, catalogue and repair matching materials and finishes. Consult with
Architect about repair techniques and obtain approval before continuing. Repair metal items inplace unless otherwise indicated or acceptable to Architect. Do not sandblast non-ferrous metalsurfaces. Do not use grinder or sanding disks except with prior approval of architect.1. Stainless Steel: Grind and Buff to remove dirt, corrosion and other deleterious material to
provide smooth, #2B finish. Solder patches on where necessary. Replace formerinadequate patches. Grind smooth to provide continuous, smooth finish. Provide sample ofstainless steel repair and cleaning for approval before continuing with work. Afterinspection by architect, apply one coat of clear lacquer.
2. Cast Metal: Grind and polish to #2B finish. Use gentlest methods possible. Apply one coatof clear lacquer to protect from weathering.
3. Steel: Weld and grind smooth.2.03 METAL RECONSTRUCTION
A. Inspect metal items to be reconstructed. Select materials to match profile, guage, alloy,thickness, size, shape, surface texture and other characteristics of original materials. Reuseoriginal materials in reconstruction to the extent possible.
2.04 WOOD CLEANINGA. No heat guns will be permitted for paint stripping.B. Scrape to remove loose paint, using tools ground to match trim profiles if required. Do not use
open flames to soften paints. Acceptable paint softening methods are as follows:1. Water-reducible paint stripping compound (protect surface below)
2.05 WOOD PATCHINGA. Wood putty minor cracks and crevices (interior and exterior putty types). Fill defects up to 2"
minimum width and depth with cellulose fiber wood filler, installed per manufacturer'srecommendations. For larger defects, install matching wood patches cut to fit and glued inplace using filled epoxy adhesives. See Section 08 5550 Restoration of Historical Windows, forwood patching at windows.
2.06 WOOD RECONSTRUCTIONA. Inspect wood artifacts to be reconstructed. Select materials to match profile, thickness, size,
shape, surface texture and other characteristics of original materials. Reuse original materialsin reconstruction to the extent possible. Fabricate reconstructed items in accordance withprovisions of Section 06 2000 & 08 5550 as applicable. Reproduce connection systemsaccurately. Install reconstruction materials using same techniques as originals, except thatconcealed joints and fasteners may be installed where applicable.
B. Wood Reconstruction System:1. Provide Abatron ALiquidWood@ or AWood Epox@ system to restore
deteriorated/damaged wood elements or approved equal.2. Install per manufacturer's recommendations.
02 2140 - 3 RESTORATION AND RENOVATION TECHNIQUES
3. Provide accessory products as needed and as recommended by manufacturer.2.07 CONCRETE REPAIR AND PATCHING
A. Patch holes and other defects larger than 1" or greater width, and 2" or greater depth to theextent encountered. Refer to Concrete Reconstruction procedures for defects exceeding 4"minimum width and 2" minimum depth.
B. (Exterior Concrete Repair/Patching)Perform all patch work after cleaning work is completed. Scrape and brush away loose material. Chip away fractured materials. Coat area to bepatched with acrylic bonding agent. Prepare damp patching mix using clean, sharp naturalsand and Portland cement similar to repointing mortar. Select sand color and cement color tomatch existing concrete surface. Pack patching mix into defect and strike off flush with existingsurface. Moist cure; after curing finish surface shall match existing contiguous or adjacentsurface as directed by Architect.
2.08 GLASS REPAIRSA. Protect existing historic glass for the duration of the project.B. Re-use salvaged glass where available in areas with historic glass. Fasten in place using
glazier's points and paintable glazing compound as specified. Where glass replacement is notrequired, inspect glazing compound and strip out loose material.
C. Clean glass and frame to remove any exposed putty surface. Add glazier's points to secureglass where required and paintable glazing compound to replace missing material.
2.09 DOOR REPAIRSA. Inspect all doors, transoms, frames and moulding for water damage, structural damage or other
damage. Return doors to well maintained condition. Clean and replace broken or irreparableparts as needed, match existing parts exactly. Refer to Door Schedule for door finishes.
B. Coordinate repairs to existing doors with specific new hardware applications.2.10 HARDWARE RENOVATION
A. Existing transom window hardware to remain and be restored. Remove hardware, clean, repairand lubricate. Buff and clean hardware to approximate original finish to provide awell-maintained appearance.
B. At existing doors scheduled for removal (and not reinstalled), remove and salvage all existinghardware components. Safely store and turn over to the Owner.
2.11 STUCCO REPAIRSA. Clean soiled surfaces and shallow gouges and other defects requiring fillers. Fill with pre-mixed
exterior latex or acrylic spackle, following manufacturer's recommendations for preparation ofsurface and installation. Route small cracks to V-shaped groove min. 1/8" wide before installingspackle.1. Test cleaning methods and utilize the gentlest method possible, as approved by the
architect.2. Remove water-damaged and delaminated cement plaster and replace with new cement
plaster exactly matching existing. Replace missing areas of plaster to match adjacentplaster.
3. Scrape loose paint, but do not remove paint tightly adhered to plaster surface. Sand paintsurface and install spackle or other approved synthetic filler to feather edges of paint toprovide smooth wall surface. Where sand finish plaster is existing, match sand finishexactly.
4. Sand existing plaster surfaces and patchwork to remove surface irregularities including oldpaint runs, protrusions, ridges, wrinkles and other surface defects that might interfere withquality of finish at new work.
5. Completely prime, and paint entire wall, as specified in section 09 9000, on any existingwall that recieves patches and repairs to surface.
02 2140 - 4 RESTORATION AND RENOVATION TECHNIQUES
2.12 PLASTER REPAIRSA. Interior Plaster Restoration Specialist: Plaster repairs and restoration work must be performed
by a firm demonstrating successful experience in not less than 5 similar projects, employingskilled craftsfmen for the execution of the work and with minimum 5 years experience withplaster restoration work.1. The plaster restoration contractor shall supply proof of work on this type project by
submitting a list of pertinent projects the applicator has worked on which includes thescope of work and contact information (Name, E-mail and Phone Numbers) for the Ownerand Architect for each project.
B. Standards:1. National Park Service - Preservation Brief #21 "Repairing Historic Flat Walls and Ceilings."2. Comply with applicable requirements of ANSI A 42.1 " Specifications for Gypsum
Plastering" and A42.2 "Portland Cement and Portland Cement-Lime Plastering, Exterior(Stucco) and Interior."
3. Industry Standard: Comply with the recommendations fo the "Plasterers Manual", by thePortland Cement Association., except where more stringent requirements are indicated.
C. Allowable Tolerances: For float surfaces, do not exceed 1/4" in 8'-0" for bow or warp of surfaceand for plumb or level.1. Where working to existing surfaces, match existing surface exactly, or provide for feather
edge transition area.D. Submittals: Provide detailed written description of materials and installation procedures
recommended by restoration specialist for approval prior to preparation of sample areas.Include product data for all proposed materials and products for use on the project.
E. Interior Sample/Mock-Up Plaster Repair: Prior to proceeding with plaster work, perform asample work area demonstrating typical plaster restoration and repair work using submitted andapproved products and materials. Provide sample area for each surface texture where work isrequired. Demonstrate the proposed texture and workmanship to blend with adjacent plasterwall and ceiling surfaces. Obtain written approval from Architect and Mississippi Department ofArchives and History (MDAH) of sample areas prior to proceeding with plaster work. Retainapproved sample area(s) as a standard for judging completed work.1. Construct Mock-Up in a Step-by-Step Manner, showing each product, coat and finish.
F. Installer must examine all surfaces to receive plaster and shall notify contractor of conditionsdetrimental to the proper and timely completion of the work. Do not proceed with the work untilunsatisfactory conditions have been corredcted in a manner acceptable to the installer.1. Starting plaster work constitutes acceptance of substrate conditions.
G. Clean soiled surfaces and shallow gouges and other defects requiring fillers. Fill with pre-mixedexterior latex or acrylic spackle, following manufacturer's recommendations for preparation ofsurface and installation. Route small cracks to V-shaped groove min. 1/8" wide before installingspackle.1. Test cleaning methods and utilize the gentlest method possible, as approved by the
architect.2. Remove water-damaged and delaminated cement plaster and replace with new cement
plaster exactly matching existing. Replace missing areas of plaster to match adjacentplaster.
3. Scrape loose paint, but do not remove paint tightly adhered to plaster surface. Sand paintsurface and install spackle or other approved synthetic filler to feather edges of paint toprovide smooth wall surface. Where sand finish plaster is existing, match sand finishexactly.
4. Sand existing plaster surfaces and patchwork to remove surface irregularities including oldpaint runs, protrusions, ridges, wrinkles and other surface defects that might interfere withquality of finish at new work.
5. Completely prime, and paint entire wall, as specified in section 09 9123, on any existingwall that recieves patches and repairs to surface.
02 2140 - 5 RESTORATION AND RENOVATION TECHNIQUES
2.13 WOOD FLOOR RESTORATIONA. Inspect existing wood floor for severe damage or deterioration. Replace severely damaged or
deteriorated boards to match existing boards.B. Remove all nails, tacks, or other items from floor. Repair minor nail holes and gouges with
stainable filler.C. Re-nail all loose boards to tight fit. Set nails and fill holes.D. Sand floor to smooth finish.E. Stain as directed by Architect. Provide two coats of polyurethane as directed by Architect.
2.14 SALVAGED ITEMSA. Salvaged items shall include all original elements.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
03 3000 - 1 CAST-IN-PLACECONCRETE
SECTION 03 3000CAST-IN-PLACE CONCRETE
PART 1 GENERAL1.01 SECTION INCLUDES
A. Concrete formwork.B. Concrete reinforcement.C. Joint devices associated with concrete work.D. Miscellaneous concrete elements, including paving, ramps, sidewalks and steps.E. Concrete curing.
1.02 RELATED REQUIREMENTSA. Section 07 9005 - Joint Sealers: Products and installation for sealants for saw cut joints and
isolation joints in slabs.1.03 REFERENCE STANDARDS
A. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and MassConcrete; 1991 (Reapproved 2009).
B. ACI 301 - Specifications for Structural Concrete; 2010 (Errata 2012).C. ACI 302.1R - Guide for Concrete Floor and Slab Construction; 2004 (Errata 2007).D. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; 2000.E. ACI 305R - Hot Weather Concreting; 2010.F. ACI 306R - Cold Weather Concreting; 2010.G. ASTM A185/A185M - Standard Specification for Steel Welded Wire Reinforcement, Plain, for
Concrete; 2007.H. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon Steel Bars for
Concrete Reinforcement; 2015.I. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2013.J. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete
Specimens; 2015a.K. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2015.L. ASTM C150/C150M - Standard Specification for Portland Cement; 2015.M. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete; 2007.N. ASTM C881/C881M - Standard Specification for Epoxy-Resin-Base Bonding Systems for
Concrete; 2014.O. ASTM D1751 - Standard Specification for Preformed Expansion Joint Filler for Concrete Paving
and Structural Construction (Nonextruding and Resilient Bituminous Types); 2004 (Reapproved2013).
P. ASTM E1643 - Standard Practice for Selection, Design, Installation and Inspection of WaterVapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs; 2011.
Q. ASTM E1745 - Standard Specification for Plastic Water Vapor Retarders Used in Contact withSoil or Granular Fill under Concrete Slabs; 2011.
1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Submit manufacturers' data on manufactured products showing compliance with
specified requirements and installation instructions.C. Mix Design: Submit proposed concrete mix design.
03 3000 - 2 CAST-IN-PLACE CONCRETE
D. Samples: Submit samples of underslab vapor retarder to be used.1.05 QUALITY ASSURANCE
A. Perform work of this section in accordance with ACI 301 and ACI 318.B. Follow recommendations of ACI 305R when concreting during hot weather.C. Follow recommendations of ACI 306R when concreting during cold weather.
1.06 WARRANTYA. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
PART 2 PRODUCTS2.01 FORMWORK
A. Form Materials: Contractor's choice of standard products with sufficient strength to withstandhydrostatic head without distortion in excess of permitted tolerances.1. Form Facing for Exposed Finish Concrete: Contractor's choice of materials that will
provide smooth, stain-free final appearance.2. Form Coating: Release agent that will not adversely affect concrete or interfere with
application of coatings.3. Form Ties: Cone snap type that will leave no metal within 1-1/2 inches of concrete
surface.2.02 REINFORCEMENT
A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi).1. Refer to specific drawing details for additional information.2. Type: Deformed billet-steel bars.
B. Steel Welded Wire Reinforcement: ASTM A185/A185M, plain type.1. Form: Flat Sheets.2. Mesh Size: 6 x 6.3. Wire Gage: W 4 x W 4.
C. Reinforcement Accessories:1. Tie Wire: Annealed, minimum 16 gage, 0.0508 inch.2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of
reinforcement during concrete placement.2.03 CONCRETE MATERIALS
A. Cement: ASTM C150/C150M, Type I - Normal Portland type. 1. Acquire all cement for entire project from same source.
B. Fine and Coarse Aggregates: ASTM C33.1. Acquire all aggregates for entire project from same source.
C. Water: Clean and not detrimental to concrete.2.04 ADMIXTURES
A. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weightof cement.
2.05 ACCESSORY MATERIALSA. Underslab Vapor Retarder: Complying with ASTM E1745, Class A; stated by manufacturer as
suitable for installation in contact with soil or granular fill under concrete slabs. The use ofsingle ply polyethylene is prohibited.1. Installation: Comply with ASTM E1643.2. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive,
mastic, prefabricated boots, etc., for sealing seams and penetrations in vapor retarder.B. Moisture-Retaining Cover: ASTM C 171; white polyethylene or white burlap-polyethylene
sheet.
03 3000 - 3 CAST-IN-PLACE CONCRETE
2.06 BONDING AND JOINTING PRODUCTSA. Latex Bonding Agent: Non-redispersable acrylic latex, complying with ASTM C1059/C1059M,
Type II.B. Epoxy Bonding System:C. Slab Isolation Joint Filler: 1/2 inch thick, height equal to slab thickness, with removable top
section that will form 1/2 inch deep sealant pocket after removal.D. Joint Filler: Nonextruding, resilient asphalt impregnated fiberboard or felt, complying with ASTM
D 1751, 1/2 inch thick and 4 inches deep; tongue and groove profile.E. Sealant and Primer: As specified in Section 07 9005.
2.07 CONCRETE MIX DESIGNA. Proportioning Normal Weight Concrete: Comply with ACI 211.1 recommendations.B. Concrete Strength: Establish required average strength for each type of concrete on the basis
of field experience or trial mixtures, as specified in ACI 301.1. For trial mixtures method, employ independent testing agency acceptable to Architect for
preparing and reporting proposed mix designs.C. Admixtures: Add acceptable admixtures as recommended in ACI 211.1 and at rates
recommended or required by manufacturer.D. Normal Weight Concrete:
1. Compressive Strength, when tested in accordance with ASTM C39/C39M at 28 days: 3500 psi.
2.08 MIXINGA. Transit Mixers: Comply with ASTM C94/C94M.
PART 3 EXECUTION3.01 EXAMINATION
A. Verify lines, levels, and dimensions before proceeding with work of this section.3.02 PREPARATION
A. Formwork: Comply with requirements of ACI 301. Design and fabricate forms to support allapplied loads until concrete is cured, and for easy removal without damage to concrete.
B. Verify that forms are clean and free of rust before applying release agent.C. Coordinate placement of embedded items with erection of concrete formwork and placement of
form accessories.D. Where new concrete is to be bonded to previously placed concrete, prepare existing surface by
cleaning and applying bonding agent in according to bonding agent manufacturer's instructions.1. Use epoxy bonding system for bonding to damp surfaces, for structural load-bearing
applications, and where curing under humid conditions is required.2. Use latex bonding agent only for non-load-bearing applications.
E. In locations where new concrete is doweled to existing work, drill holes in existing concrete,insert steel dowels and pack solid with non-shrink grout.
3.03 INSTALLING REINFORCEMENT AND OTHER EMBEDDED ITEMSA. Comply with requirements of ACI 301. Clean reinforcement of loose rust and mill scale, and
accurately position, support, and secure in place to achieve not less than minimum concretecoverage required for protection.
B. Install welded wire reinforcement in maximum possible lengths, and offset end laps in bothdirections. Splice laps with tie wire.
C. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete areaccurately placed, positioned securely, and will not interfere with concrete placement.
03 3000 - 4 CAST-IN-PLACE CONCRETE
D. Pieces of rubble or brick is not acceptable for supporting reinforcement.3.04 PLACING CONCRETE
A. Place concrete in accordance with ACI 304R.B. Place concrete for floor slabs in accordance with ACI 302.1R.C. Notify Architect not less than 24 hours prior to commencement of placement operations.D. Ensure reinforcement, inserts, embedded parts, and formed construction joint devices will not
be disturbed during concrete placement.E. Finish floors level and flat, unless otherwise indicated, within the tolerances specified below.
3.05 SLAB JOINTINGA. Locate joints as indicated on the drawings.B. Anchor joint fillers and devices to prevent movement during concrete placement.C. Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total
height equal to thickness of slab, set flush with top of slab.3.06 FLOOR FLATNESS AND LEVELNESS TOLERANCES
A. Correct defects by grinding or by removal and replacement of the defective work. Areasrequiring corrective work will be identified. Re-measure corrected areas by the same process.
3.07 CONCRETE FINISHINGA. Repair surface defects, including tie holes, immediately after removing formwork.B. Unexposed Form Finish: Rub down or chip off fins or other raised areas 1/4 inch or more in
height.C. Exposed Form Finish: Rub down or chip off and smooth fins or other raised areas 1/4 inch or
more in height. Provide finish as follows:D. Concrete Slabs: Finish to requirements of ACI 302.1R, and as follows:
1. Other Surfaces to Be Left Exposed: Trowel as described in ACI 302.1R, minimizingburnish marks and other appearance defects.
E. In areas with floor drains, maintain floor elevation at walls; pitch surfaces uniformly to drains at1:100 nominal.
3.08 CURING AND PROTECTIONA. Comply with requirements of ACI 308R. Immediately after placement, protect concrete from
premature drying, excessively hot or cold temperatures, and mechanical injury.B. Maintain concrete with minimal moisture loss at relatively constant temperature for period
necessary for hydration of cement and hardening of concrete.C. Surfaces Not in Contact with Forms:
1. Initial Curing: Start as soon as free water has disappeared and before surface is dry. Keep continuously moist for not less than three days by water ponding, water-saturatedsand, water-fog spray, or saturated burlap.
2. Final Curing: Begin after initial curing but before surface is dry.a. Moisture-Retaining Cover: Seal in place with waterproof tape or adhesive.b. Curing Compound: Apply in two coats at right angles, using application rate
recommended by manufacturer.3.09 FIELD QUALITY CONTROL
A. An independent testing agency will perform field quality control tests at the expense of theContractor, as specified in Section 01 4000 - Quality Requirements.
B. Provide free access to concrete operations at project site and cooperate with appointed firm.C. Submit proposed mix design of each class of concrete to inspection and testing firm for review
prior to commencement of concrete operations.
03 3000 - 5 CAST-IN-PLACE CONCRETE
D. Tests of concrete and concrete materials may be performed at any time to ensure conformancewith specified requirements.
E. Compressive Strength Tests: ASTM C39/C39M. For each test, mold and cure three concretetest cylinders. Obtain test samples for every 75 cubic yards or less of each class of concreteplaced.
F. Take one additional test cylinder during cold weather concreting, cured on job site under sameconditions as concrete it represents.
3.10 DEFECTIVE CONCRETEA. Test Results: The testing agency shall report test results in writing to Architect and Contractor
within 24 hours of test.B. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances
or specified requirements.C. Repair or replacement of defective concrete will be determined by the Architect. The cost of
additional testing shall be borne by Contractor when defective concrete is identified.D. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction
of Architect for each individual area.3.11 PROTECTION
A. Do not permit traffic over unprotected concrete floor surface until fully cured.END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
05 5213 - 1 PIPE AND TUBERAILINGS
SECTION 05 5213PIPE AND TUBE RAILINGS
PART 1 GENERAL1.01 SECTION INCLUDES
A. Stair & Ramp railings and guardrails.B. Free-standing railings at steps.
1.02 RELATED REQUIREMENTSA. Section 03 3000 - Cast-in-Place Concrete: Placement of anchors in concrete.B. Section 09 9000 - Painting and Coating: Paint finish.
1.03 REFERENCE STANDARDSA. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010.B. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and
Steel Products; 2015.C. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon
Steel Structural Tubing in Rounds and Shapes; 2013.D. ASTM E935 - Standard Test Methods for Performance of Permanent Metal Railing Systems
and Rails for Buildings; 2013.E. ASTM E985 - Standard Specification for Permanent Metal Railing Systems and Rails for
Buildings; 2000 (Reapproved 2006).F. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); 2002 (Ed.
2004).1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Shop Drawings: Indicate profiles, sizes, connection attachments, anchorage, size and type of
fasteners, and accessories.C. Samples: Submit two, 6 inch long samples of handrail. Submit two samples of elbow, wall
bracket, escutcheon, and end stop.PART 2 PRODUCTS2.01 MANUFACTURERS
A. Handrails and Railings:1. C.R. Laurence Company, Inc; CRL Welded Post Railing Systems (WRS):
www.crl-arch.com/sle.2. Kee Safety, Inc; Kee Klamp (steel): www.keesafety.com.3. KaneSterling: www.sterlingdula.com.4. Substitutions: See Section 01 6000 - Product Requirements.
2.02 RAILINGS - GENERAL REQUIREMENTSA. Design, fabricate, and test railing assemblies in accordance with the most stringent
requirements of ASTM E985 and applicable local code.B. Distributed Loads: Design railing assembly, wall rails, and attachments to resist distributed
force of 75 pounds per linear foot applied to the top of the assembly and in any direction, withoutdamage or permanent set. Test in accordance with ASTM E935.
C. Concentrated Loads: Design railing assembly, wall rails, and attachments to resist aconcentrated force of 200 pounds applied at any point on the top of the assembly and in anydirection, without damage or permanent set. Test in accordance with ASTM E935.
D. Allow for expansion and contraction of members and building movement without damage toconnections or members.
05 5213 - 2 PIPE AND TUBE RAILINGS
E. Dimensions: See drawings for configurations and heights.F. Provide anchors and other components as required to attach to structure, made of same
materials as railing components unless otherwise indicated; where exposed fasteners areunavoidable provide flush countersunk fasteners.1. For anchorage to stud walls, provide backing plates, for bolting anchors.
G. Railing posts are to be equally spaced at not more than 5 feet on center.H. Provide slip-on non-weld mechanical fittings to join lengths, seal open ends, and conceal
exposed mounting bolts and nuts, including but not limited to elbows, T-shapes, spliceconnectors, flanges, escutcheons, and wall brackets.
2.03 STEEL RAILING SYSTEMA. Non-Weld Mechanical Fittings: Slip-on, galvanized malleable iron castings, for Schedule 40
pipe, with flush setscrews for tightening by standard hex wrench, no bolts or screw fasteners.B. Welding Fittings: Factory- or shop-welded from matching pipe or tube; seams continuously
welded; joints and seams ground smooth.C. Exposed Fasteners: No exposed bolts or screws.D. Galvanizing: In accordance with requirements of ASTM A123/A123M.
1. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic.2.04 FABRICATION
A. Accurately form components to suit specific project conditions and for proper connection tobuilding structure.
B. Fit and shop assemble components in largest practical sizes for delivery to site.C. Fabricate components with joints tightly fitted and secured. Provide spigots and sleeves to
accommodate site assembly and installation.D. Welded Joints:
1. Exterior Components: Continuously seal joined pieces by intermittent welds and plasticfiller. Drill condensate drainage holes at bottom of members at locations that will notencourage water intrusion.
2. Interior Components: Continuously seal joined pieces by intermittent welds and plasticfiller.
3. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed jointsbutt tight, flush, and hairline. Ease exposed edges to small uniform radius.
PART 3 EXECUTION3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive work.3.02 PREPARATION
A. Clean and strip primed steel items to bare metal where site welding is required.B. Supply items required to be cast into concrete or embedded in masonry with setting templates,
for installation as work of other sections.C. Apply one coat of bituminous paint to concealed aluminum surfaces that will be in contact with
cementitious or dissimilar materials.3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions.B. Install components plumb and level, accurately fitted, free from distortion or defects, with tight
joints.C. Anchor railings securely to structure.D. Conceal anchor bolts and screws whenever possible. Where not concealed, use flush
countersunk fastenings.
05 5213 - 3 PIPE AND TUBE RAILINGS
3.04 TOLERANCESA. Maximum Variation From Plumb: 1/4 inch per floor level, non-cumulative.B. Maximum Offset From True Alignment: 1/4 inch.C. Maximum Out-of-Position: 1/4 inch.
3.05 SCHEDULEA. See Sequence Plan.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
05 5305 - 1 GRATINGS ANDFLOOR PLATES
SECTION 05 5305GRATINGS AND FLOOR PLATES
PART 1 GENERAL1.01 SECTION INCLUDES
A. Formed metal ramp gratings.B. Flat surface floor plating.
1.02 RELATED REQUIREMENTSA. Section 03 3000 - Cast-in Place Concrete
1.03 REFERENCE STANDARDSA. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel
Hardware; 2009.B. ASTM A786/A786M - Standard Specification for Hot-Rolled Carbon, Low-Alloy, High-Strength
Low-Alloy, and Alloy Steel Floor Plates; 2015.C. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon,
Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, andUltra-High Strength; 2014.
1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Provide span and deflection tables.C. Samples: Submit two samples, 6 by 6 inch in size illustrating surface finish, color, and texture.D. Welders' Certificates: Submit certification for welders employed on the project, verifying AWS
qualification within the previous 12 months.PART 2 PRODUCTS2.01 PERFORMANCE REQUIREMENTS
A. Design Live (Pedestrian) Load: Uniform load of 100 lb/sq ft minimum; concentrated load of 300lbs.
B. Maximum Allowable Deflection Under Live Load: 1/240 of span; size components by singlesupport design.
2.02 MATERIALSA. Steel Floor Plate: ASTM A786/A786M; manufacturer's standard pattern.
2.03 ACCESSORIESA. Fasteners and Saddle Clips: Galvanized steel:
2.04 FABRICATIONA. Fabricate grates and plates to accommodate design loads.B. Fabricate support framing for openings.C. Top Surface: Serrated.
2.05 FINISHESA. Galvanizing for Steel Hardware: ASTM A153/A153M.
PART 3 EXECUTION3.01 EXAMINATION
A. Verify that opening sizes and dimensional tolerances are acceptable.B. Verify that supports are correctly positioned.
05 5305 - 2 GRATINGS AND FLOOR PLATES
3.02 INSTALLATIONA. Install components in accordance with manufacturer's instructions.B. Mechanically cut galvanized finish surfaces. Do not flame cut.C. Set perimeter closure flush with top of grating and surrounding construction.D. Secure to prevent movement.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
06 1000 - 1 ROUGH CARPENTRY
SECTION 06 1000ROUGH CARPENTRY
PART 1 GENERAL1.01 SECTION INCLUDES
A. Structural dimension lumber framing.B. Rough opening framing for doors, windows, and roof openings.C. Subflooring.D. Preservative treated wood materials.E. Miscellaneous framing and sheathing.F. Concealed wood blocking, nailers, and supports.
1.02 RELATED REQUIREMENTSA. Section 03 3000 - Cast-in-Place Concrete: Setting anchors in concrete.
1.03 REFERENCE STANDARDSA. AFPA (WFCM) - Wood Frame Construction Manual for One- and Two-Family Dwellings; 2012.B. APA PRP-108 - Performance Standards and Qualification Policy for Structural-Use Panels
(Form E445); 2001.C. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel
Hardware; 2009.D. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2015a.E. AWPA C2 - Lumber, Timber, Bridge Ties and Mine Ties -- Preservative Treatment by Pressure
Processes; American Wood-Preservers' Association; 2002.F. AWPA U1 - Use Category System: User Specification for Treated Wood; 2012.G. PS 1 - Structural Plywood; 2009.H. PS 20 - American Softwood Lumber Standard; 2010.I. SPIB (GR) - Grading Rules; 2014.
1.04 DELIVERY, STORAGE, AND HANDLINGA. General: Cover wood products to protect against moisture. Support stacked products to prevent
deformation and to allow air circulation. PART 2 PRODUCTS2.01 GENERAL REQUIREMENTS
A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies.1. Species: Southern Pine, unless otherwise indicated.2. If no species is specified, provide any species graded by the agency specified; if no
grading agency is specified, provide lumber graded by any grading agency meeting thespecified requirements.
3. Grading Agency: Any grading agency whose rules are approved by the Board of Review,American Lumber Standard Committee (www.alsc.org) and who provides grading servicefor the species and grade specified; provide lumber stamped with grade mark unlessotherwise indicated.
4. Lumber of other species or grades is acceptable provided structural and appearancecharacteristics are equivalent to or better than products specified.
2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONSA. Grading Agency: Southern Pine Inspection Bureau, Inc; SPIB (GR).B. Sizes: Nominal sizes as indicated on drawings, Rough (unsurfaced).
06 1000 - 2 ROUGH CARPENTRY
C. Moisture Content: Kiln-dry or MC15.D. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:
1. Lumber: S4S, No. 2 or Standard Grade.2. Boards: Standard or No. 3.
2.03 CONSTRUCTION PANELSA. Subflooring: APA PRP-108: Rated Sheathing.
1. Exposure Class: Exterior.2. Span Rating: 32/16 inches.
B. Wall Sheathing: APA PRP-108, Structural I Rated Sheathing, Exterior Exposure Class, and asfollows:1. Span Rating: 24/0.
C. Communications and Electrical Room Mounting Boards: PS 1 A-D plywood, or medium densityfiberboard; 3/4 inch thick; flame spread index of 25 or less, smoke developed index of 450 orless, when tested in accordance with ASTM E84.
2.04 ACCESSORIESA. Fasteners and Anchors:
1. Metal and Finish: Hot-dipped galvanized steel complying with ASTM A153/A153M forhigh humidity and preservative-treated wood locations, unfinished steel elsewhere.
B. Subfloor Glue: Waterproof, air cure type, cartridge dispensed.2.05 FACTORY WOOD TREATMENT
A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category Systemfor wood treatments determined by use categories, expected service conditions, and specificapplications. 1. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an
ALSC-accredited testing agency, certifying level and type of treatment in accordance withAWPA standards.
B. Preservative Treatment:1. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use Category
UC3B, Commodity Specification A using waterborne preservative.a. Kiln dry lumber after treatment to maximum moisture content of 19 percent.b. Treat lumber exposed to weather.c. Treat lumber in contact with roofing, flashing, or waterproofing.d. Treat lumber in contact with masonry or concrete.e. Treat lumber less than 18 inches above grade.f. Treat lumber in other locations as indicated.
PART 3 EXECUTION3.01 PREPARATION
A. Coordinate installation of rough carpentry members specified in other sections.3.02 INSTALLATION - GENERAL
A. Select material sizes to minimize waste. B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory
components, including: shims, bracing, and blocking.C. Where treated wood is used on interior, provide temporary ventilation during and immediately
after installation sufficient to remove indoor air contaminants.3.03 BLOCKING, NAILERS, AND SUPPORTS
A. Provide framing and blocking members as indicated or as required to support finishes, fixtures,specialty items, and trim.
06 1000 - 3 ROUGH CARPENTRY
B. In metal stud walls, provide continuous blocking around door and window openings foranchorage of frames, securely attached to stud framing.
C. In walls, provide blocking attached to studs as backing and support for wall-mounted items,unless item can be securely fastened to two or more studs or other method of support isexplicitly indicated.
D. Where ceiling-mounting is indicated, provide blocking and supplementary supports aboveceiling, unless other method of support is explicitly indicated.
E. Provide the following specific non-structural framing and blocking:1. Cabinets and shelf supports.2. Handrails.3. Grab bars.4. Towel and bath accessories.5. Wall paneling and trim.
3.04 INSTALLATION OF CONSTRUCTION PANELSA. Subflooring: Glue and nail to framing; staples are not permitted.B. Wall Sheathing: Secure with long dimension perpendicular to wall studs, with ends over firm
bearing and staggered, using nails, screws, or staples.C. Communications and Electrical Room Mounting Boards: Secure with screws to studs with
edges over firm bearing; space fasteners at maximum 24 inches on center on all edges and intostuds in field of board.1. Where boards are indicated as full floor-to-ceiling height, install with long edge of board
parallel to studs.2. Install adjacent boards without gaps.3. Size: 48 by 96 inches, installed horizontally at ceiling height.
3.05 CLEANINGA. Waste Disposal: Comply with the requirements of Section 01 7419 - Construction Waste
Management and Disposal.1. Comply with applicable regulations.2. Do not burn scrap on project site.3. Do not burn scraps that have been pressure treated.4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co-generation
facilities or “waste-to-energy” facilities.B. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill. C. Prevent sawdust and wood shavings from entering the storm drainage system.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
06 2000 - 1 FINISH CARPENTRY
SECTION 06 2000FINISH CARPENTRY
PART 1 GENERAL1.01 SECTION INCLUDES
A. Finish carpentry items.B. Wood door frames, glazed frames.C. Wood casings and moldings.D. Hardware and attachment accessories.
1.02 RELATED REQUIREMENTSA. Section 06 1000 - Rough Carpentry: Support framing, grounds, and concealed blocking.B. Section 08 1416 - Flush Wood Doors.C. Section 08 1433 - Stile and Rail Wood Doors.D. Section 08 8000 - Glazing: Glass and glazing of wood partitions and screens.E. Section 09 9000 - Painting and Coatings.
1.03 REFERENCE STANDARDSA. ANSI A135.4 - American National Standard for Basic Hardboard; 2012.B. ANSI A135.4 - American National Standard for Basic Hardboard; 2004.C. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.D. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.0;
2016.E. AWI/AWMAC (QSI) - Architectural Woodwork Quality Standards Illustrated; Architectural
Woodwork Institute and Architectural Woodwork Manufacturers Association of Canada; 2005,8th Ed., Version 2.0.
F. BHMA A156.9 - American National Standard for Cabinet Hardware; 2010.G. HPVA HP-1 - American National Standard for Hardwood and Decorative Plywood; 2009.H. NHLA G-101 - Rules for the Measurement & Inspection of Hardwood & Cypress; 2011.I. PS 1 - Structural Plywood; 2009.
1.04 ADMINISTRATIVE REQUIREMENTSA. Coordinate the work with plumbing rough-in, electrical rough-in, and installation of associated
and adjacent components.B. Sequence installation to ensure utility connections are achieved in an orderly and expeditious
manner.1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements for submittal procedures.B. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details,
accessories, to a minimum scale of 1-1/2 inch to 1 ft.C. Samples: Submit two samples of finish plywood, 6x6 inch in size illustrating wood grain and
specified finish.D. Samples: Submit two samples of wood trim 12 inches long.
1.06 QUALITY ASSURANCEA. Grade materials in accordance with the following or as indicated on the drawings:
1. Softwood Lumber: In accordance with rules certified by ALSC; www.alsc.org.2. Plywood: Certified by the American Plywood Association.3. Hardwood Lumber: In accordance with NHLA Grading Rules; www.natlhardwood.org.
06 2000 - 2 FINISH CARPENTRY
B. Fabricator Qualifications: Company specializing in fabricating the products specified in thissection with minimum five years of documented experience.
C. Fabricator Qualifications: Company specializing in fabricating the products specified in thissection with minimum three years of documented experience.
1.07 DELIVERY, STORAGE, AND HANDLINGA. Protect work from moisture damage.
PART 2 PRODUCTS2.01 FINISH CARPENTRY ITEMS
A. Unless otherwise indicated provide products of quality specified by AWI Architectural WoodworkQuality Standards Illustrated for Custom grade.
B. Unless otherwise indicated provide products of quality specified by Woodwork Institute Manualof Millwork for Custom grade.
C. Surface Burning Characteristics: Provide materials having fire and smoke properties asrequired by applicable code.
D. New Interior Woodwork Items: (or as indicated)1. Moldings, Bases, Casings, and Miscellaneous Trim: Clear white pine; prepare for paint
finish.2. Door, Glazed Light, and Pocket Door Frames: White birch; prepare for paint finish.3. Stairs, Balustrades, and Handrails: Clear fir; prepare for stained finish.4. Loose Shelving: Birch plywood; prepare for paint finish.
2.02 LUMBER MATERIALSA. Wood Species: Any closed-grain hardwood listed in referenced woodworking standard.
2.03 SHEET MATERIALSA. Softwood Plywood, Exposed to View: Face species as indicated, plain sawn, medium density
fiberboard core; PS 1 Grade A-B, glue type as recommended for application.1. Grading: Certified by the American Plywood Association.
B. Hardwood Plywood: Face species as indicated, plain sawn, book matched, medium densityfiberboard core; HPVA HP-1, Front Face Grade AA, Back Face Grade 1, glue type asrecommended for application.
C. Hardboard: ANSI A135.4; Pressed wood fiber with resin binder, Class 1 - Tempered, 1/4 inchthick, smooth one side (S1S).
2.04 FASTENINGSA. Fasteners: Of size and type to suit application.
2.05 ACCESSORIESA. Lumber for Shimming and Blocking: Softwood lumber of indicated species.B. Aluminum Edge Trim: Extruded convex shape; smooth surface finish; self locking serrated
tongue; of width to match component thickness; natural mill finish.C. Mirrors: See Section 08 8300 - Mirrors.D. Primer: as specified in Section 09 9000.E. Wood Filler: Solvent base, tinted to match surface finish color.
2.06 FABRICATIONA. Shop assemble work for delivery to site, permitting passage through building openings.B. Backout or groove backs of flat trim members and kerf backs or other wide, flat members,
except members with ends exposed in finished work.C. Where required and noted, match size and profile of existing trim.
06 2000 - 3 FINISH CARPENTRY
D. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting.
2.07 SHOP FINISHINGA. Sand work smooth and set exposed nails and screws.B. Apply wood filler in exposed nail and screw indentations.C. On items to receive transparent finishes, use wood filler that matches surrounding surfaces and
is of type recommended for the applicable finish.D. Finish work in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), Section 5 -
Finishing for grade specified and as follows:E. Back prime woodwork items to be field finished, prior to installation.
PART 3 EXECUTION3.01 EXAMINATION
A. Verify adequacy of backing and support framing.B. Verify mechanical, electrical, and building items affecting work of this section are placed and
ready to receive this work.3.02 INSTALLATION
A. Set and secure materials and components in place, plumb and level.B. Carefully scribe work abutting other components, with maximum gaps of 1/32 inch. Do not use
additional overlay trim to conceal larger gaps.3.03 PREPARATION FOR SITE FINISHING
A. Set exposed fasteners. Apply wood filler in exposed fastener indentations. Sand work smooth.B. Site Finishing: See Section 09 9000.C. Before installation, prime paint surfaces of items or assemblies to be in contact with
cementitious materials.3.04 TOLERANCES
A. Maximum Variation from True Position: 1/16 inch.B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
06 4100 - 1 ARCHITECTURALWOOD CASEWORK
SECTION 06 4100ARCHITECTURAL WOOD CASEWORK
PART 1 GENERAL1.01 SECTION INCLUDES
A. Specialty fabricated cabinet units.B. Cabinet hardware.
1.02 RELATED REQUIREMENTSA. Section 06 1000 - Rough Carpentry: Support framing, grounds, and concealed blocking.B. Section 12 3600 - Countertops.C. Section 09 9000 - Painting and Coatings.
1.03 REFERENCE STANDARDSA. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.B. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.0;
2016.C. BHMA A156.9 - American National Standard for Cabinet Hardware; 2010.D. ANSI A135.4 - American National Standard for Basic Hardboard; 2012.E. ANSI A208.1 - American National Standard for Particleboard; 2009.F. ANSI A208.2 - American National Standard for Medium Density Fiberboard for Interior Use;
2009.G. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.H. AWI/AWMAC (QSI) - Architectural Woodwork Quality Standards Illustrated; Architectural
Woodwork Institute and Architectural Woodwork Manufacturers Association of Canada; 2005,8th Ed., Version 2.0.
I. BHMA A156.9 - American National Standard for Cabinet Hardware; 2010.J. HPVA HP-1 - American National Standard for Hardwood and Decorative Plywood; 2009.K. NHLA G-101 - Rules for the Measurement & Inspection of Hardwood & Cypress; 2011.L. PS 1 - Structural Plywood; 2009.M. PS 20 - American Softwood Lumber Standard; 2010.
1.04 ADMINISTRATIVE REQUIREMENTSA. Preinstallation Meeting: Convene a preinstallation meeting not less than one week before
starting work of this section; require attendance by all affected installers.1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Shop Drawings: Indicate materials, component profiles and elevations, assembly methods, joint
details, fastening methods, accessory listings, hardware location and schedule of finishes.C. Product Data: Provide data for hardware accessories.
1.06 QUALITY ASSURANCEA. Perform work in accordance with AWI/AWMAC Architectural Woodwork Quality Standards
Illustrated, Custom quality.B. Perform cabinet construction in accordance with AWI/AWMAC Architectural Woodwork Quality
Standards Illustrated as follows:1. Cabinets: Custom quality.
C. Manufacturer Qualifications: Company specializing in manufacturing the products specified inthis section with minimum three years of documented experience.
06 4100 - 2 ARCHITECTURAL WOOD CASEWORK
D. Manufacturer Qualifications: Member in good standing of the Architectural Woodwork Institute(AWI) or the Architectural Woodwork Manufacturers Association of Canada (AWMAC) andfamiliar with the AWI/AWMAC QSI.
1.07 DELIVERY, STORAGE, AND HANDLINGA. Protect units from moisture damage.
1.08 FIELD CONDITIONSA. During and after installation of custom cabinets, maintain temperature and humidity conditions
in building spaces at same levels planned for occupancy.PART 2 PRODUCTS2.01 CABINETS
A. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI(NAAWS), unless noted otherwise.
2.02 LUMBER MATERIALSA. Softwood Lumber: NIST PS 20; Graded in accordance with AWI/AWMAC Architectural
Woodwork Quality Standards Illustrated, Grade II/Custom; average moisture content of 5-10percent; species as indicated on drawings.
B. Hardwood Lumber: NHLA; Graded in accordance with AWI/AWMAC Architectural WoodworkQuality Standards Illustrated, Grade II/Custom; average moisture content of 5-10 percent;species as indicated on drawings.
2.03 PANEL MATERIALSA. Softwood Faced Plywood:B. Exposed Surfaces: PS 1; APA A-A Grade, plain-sliced birch face veneer, Interior rated
adhesives, core of particleboard, thickness as indicated.1. Semi-Exposed Surfaces: PS 1; APA A-A Grade, rotary cut birch face veneer, Interior rated
adhesives, core of medium density fiberboard, thickness as indicated.2. Concealed Surfaces: PS 1; APA B-B Grade, rotary cut birch face veneer, Interior rated
adhesives, core of medium density fiberboard, thickness as required.C. Hardwood Faced Plywood: HPVA HP-1; graded in accordance with AWI/AWMAC Architectural
Woodwork Quality Standards Illustrated, core of medium density fiberboard; type of gluerecommended for specific application; thickness as required; face veneer as follows:1. Exposed Surfaces: Grade A, Birch, plain sliced, slip-matched.2. Semi-Exposed Surfaces: Grade A, Birch, rotary cut, random-matched.3. Concealed Surfaces: Grade B, Birch, rotary cut, random-matched.
D. Medium Density Fiberboard (MDF): ANSI A208.2; type as specified in AWI/AWMACArchitectural Woodwork Quality Standards Illustrated; composed of wood fibers pressurebonded with interior grade adhesive to suit application; sanded faces; thickness as required.1. Use for concealed components.2. Use as backing for plastic laminate unless otherwise indicated.
2.04 COUNTERTOPSA. See Section 12 3600 - Countertops
2.05 ACCESSORIESA. Adhesive: Type recommended by fabricator to suit application.B. Fasteners: Size and type to suit application.C. Grommets: Standard plastic grommets for cut-outs, in color to match adjacent surface.
2.06 HARDWAREA. Hardware: BHMA A156.9, types as indicated for quality grade specified.B. Catches: Magnetic.
06 4100 - 3 ARCHITECTURAL WOOD CASEWORK
C. Hinges: European style concealed self-closing type, steel with polished finish.1. Manufacturers:
a. Grass America Inc: www.grassusa.com.b. Hardware Resources: www.hardwareresources.com.c. Julius Blum, Inc: www.blum.com.d. Substitutions: See Section 01 6000 - Product Requirements.
2.07 SITE FINISHING MATERIALSA. Finishing: Site finished as specified in Section 09 9300.
2.08 FABRICATIONA. Assembly: Shop assemble cabinets for delivery to site in units easily handled and to permit
passage through building openings.B. Edging: Fit shelves, doors, and exposed edges with specified edging. Do not use more than
one piece for any single length.C. Fitting: When necessary to cut and fit on site, provide materials with ample allowance for
cutting. Provide matching trim for scribing and site cutting.D. Mechanically fasten back splash to countertops with steel brackets at 16 inches on center.E. Provide cutouts for plumbing fixtures, outlet boxes, and fixtures and fittings. Verify locations of
cutouts from on-site dimensions. Seal cut edges.2.09 SITE FINISHING
A. Sand work smooth and set exposed nails and screws.B. For opaque finishes, apply wood filler in exposed nail and screw indentations and sand smooth.
PART 3 EXECUTION3.01 EXAMINATION
A. Verify adequacy of backing and support framing.B. Verify location and sizes of utility rough-in associated with work of this section.
3.02 INSTALLATIONA. Set and secure custom cabinets in place, assuring that they are rigid, plumb, and level.B. Use fixture attachments in concealed locations for wall mounted components.C. Use concealed joint fasteners to align and secure adjoining cabinet units.D. Carefully scribe casework abutting other components, with maximum gaps of 1/32 inch. Do not
use additional overlay trim for this purpose.E. Secure cabinets and counter bases to floor using appropriate angles and anchorages.F. Countersink anchorage devices at exposed locations. Conceal with solid wood plugs of species
to match surrounding wood; finish flush with surrounding surfaces.3.03 ADJUSTING
A. Adjust installed work.B. Adjust moving or operating parts to function smoothly and correctly.
3.04 CLEANINGA. Clean casework, counters, shelves, hardware, fittings, and fixtures.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
07 9005 - 1 JOINT SEALERS
SECTION 07 9005JOINT SEALERS
PART 1 GENERAL1.01 SECTION INCLUDES
A. Sealants and joint backing.1.02 RELATED REQUIREMENTS
A. Section 09 3000 - Tiling: Sealant used as tile grout.1.03 REFERENCE STANDARDS
A. ASTM C834 - Standard Specification for Latex Sealants; 2014.B. ASTM C919 - Standard Practice for Use of Sealants in Acoustical Applications; 2012.C. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014.D. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2013.E. ASTM D2240 - Standard Test Method for Rubber Property--Durometer Hardness; 2005
(Reapproved 2010).1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Provide data indicating sealant chemical characteristics, performance criteria,
and color availability.C. Samples: Submit two actual sealant color charts for color selection by Architect.
1.05 QUALITY ASSURANCEA. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in
this section with minimum three years documented experience.B. Applicator Qualifications: Company specializing in performing the work of this section with
minimum three years documented experience and approved by manufacturer.C. Single Source Responsibility for Joint Sealant Materials: Obtain joint sealant materials from a
single manufacturer for each different product required.D. Field Adhesion Testing: Manufacturer's representative shall perform field adhesion test for each
condition and type of sealant. Documentation of results to be submitted to Architect.1.06 MOCK-UP
A. At start of Project, perform mock-up of required sealant Work at 1 area of building. Performminimum of 1 mock-up for each different combination of substrates to be sealed. Coordinatemock-up areas with Architect.
B. Install mock-ups and test in presence of sealant manufacturer's authorized representative andArchitect to assure installation procedures are consistent with warranty requirements.
C. After sealant has achieved sufficient cure as coordinated with manufacturer's representative,conduct adhesion pull-tests, or non-destructive testing, at discretion of Architect. Conduct testsper ASTM C1521.1. Sealant work shall not proceed until written results (Report) has been received.
D. Leave approved mock-ups in place to establish standards and guidelines for acceptableinstallation of sealant Work and acceptable appearance.
E. Mock-up may remain as part of the Work.1.07 FIELD CONDITIONS
A. Maintain temperature and humidity recommended by the sealant manufacturer during and afterinstallation.
07 9005 - 2 JOINT SEALERS
1.08 COORDINATIONA. Coordinate the work with all sections referencing this section.
1.09 WARRANTYA. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.B. Correct defective work within a five year period after Date of Substantial Completion.C. Silicone Sealants: Provide Manufacturer's 20 year material warranty.D. Warranty: Include coverage for installed sealants and accessories which fail to achieve airtight
seal, exhibit loss of adhesion or cohesion, or do not cure.PART 2 PRODUCTS2.01 MANUFACTURERS
A. Silicone Sealants: 1. Tremco Incorporated; Product Spectrum 1: www.tremcosealants.com2. Dow Corning; Product Dow Corning 7903. BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com.4. Substitutions: See Section 01630 - Substitutions and Product Options.
B. Polyurethane Sealants:1. Pecora Corporation; Product Dynatrol I-XL: www.pecora.com.2. Tremco Incorporated; Product Vulkem 116: www.tremcosealants.com3. BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com.4. Substitutions: See Section 01630 - Substitutions and Product Options.
C. Acrylic Sealants (ASTM C920):1. Tremco Global Sealants: www.tremcosealants.com.2. Substitutions: See Section 01630 - Substitutions and Product Options.
2.02 SEALANTSA. Sealants and Primers - General: Provide only products having lower volatile organic compound
(VOC) content than required by South Coast Air Quality Management District Rule No.1168.B. General Purpose Exterior Sealant: Polyurethane; ASTM C920, Grade NS, Class 25 minimum;
Uses M, G, and A; single component.1. Color: To be selected by Architect from manufacturer's full range.2. Applications: Use for:
a. Control, expansion, and soft joints in masonry.b. Joints between concrete and other materials.c. Joints between metal frames and other materials.d. Other exterior joints for which no other sealant is indicated.
C. Exterior Expansion Joint Sealer: Precompressed foam sealer; urethane with water-repellent;1. Color: As selected by architect from manufacturer's full range.2. Size as required to provide weathertight seal when installed.3. Applications: Use for:
a. Exterior wall expansion joints.D. Concrete Floor Joint Filler: Self-leveling, pourable, semi-rigid sealant intended for filling cracks
and control joints not subject to significant movement; rigid enough to support concrete edgesunder traffic.1. Composition: Single or multi-part,100 percent solids by weight.2. Hardness: 85 after 7 days, when tested in accordance with ASTM D2240 Shore A.3. Color: To be selected by Architect from manufacturer's standard colors.4. Joint Width: 1/8 inch.5. Joint Width, Maximum: 1/4 inch.6. Joint Depth: Provide product suitable for joints from 1/8 inch to 2 inches in depth including
space for backer rod.
07 9005 - 3 JOINT SEALERS
7. Applications: Use for:a. Control joints in concrete slabs and floors not filled with filler placed in form.b. Joints in concrete slabs and floors.
E. Acrylic Sealant: ASTM C920, Grade NS, Class 12-1/2, Uses NT, M, A, O; single component,solvent curing, non-staining, non-bleeding, non-sagging.1. Movement Capability: Plus and minus 12-1/2 percent.2. Service Temperature Range: -13 to 180 degrees F.3. Shore A Hardness Range: 25 to 50.
F. Silicone Sealant: ASTM C920, Grade NS, Class 25 minimum; Uses NT, A, G, M, O; singlecomponent, solvent curingneutral curing, non-sagging, non-staining, fungus resistant,non-bleeding.1. Movement Capability: Plus and minus 25 percent.2. Service Temperature Range: -65 to 180 degrees F.3. Shore A Hardness Range: 15 to 35.
2.03 ACCESSORIESA. Primer: Non-staining type, recommended by sealant manufacturer to suit application.B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer;
compatible with joint forming materials.C. Joint Backing: Round foam rod compatible with sealant; ASTM D1667, closed cell PVC;
oversized 30 to 50 percent larger than joint width.D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit
application.PART 3 EXECUTION3.01 EXAMINATION
A. Verify that substrate surfaces and joint openings are ready to receive work.B. Verify that joint backing and release tapes are compatible with sealant.
3.02 PREPARATIONA. Remove loose materials and foreign matter that could impair adhesion of sealant.B. Clean and prime joints in accordance with manufacturer's instructions.C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.D. Protect elements surrounding the work of this section from damage or disfigurement.
3.03 INSTALLATIONA. Perform work in accordance with sealant manufacturer's requirements for preparation of
surfaces and material installation instructions.B. Perform installation in accordance with ASTM C1193.C. Perform acoustical sealant application work in accordance with ASTM C919.D. Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck
dimension, and surface bond area as recommended by manufacturer, except where specificdimensions are indicated.
E. Install bond breaker where joint backing is not used.F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.G. Apply sealant within recommended application temperature ranges. Consult manufacturer
when sealant cannot be applied within these temperature ranges.H. Tool joints concave.I. Precompressed Foam Sealant: Do not stretch; avoid joints except at corners, ends, and
intersections; install with face 1/8 to 1/4 inch below adjoining surface.
07 9005 - 4 JOINT SEALERS
J. Concrete Floor Joint Filler: Install concrete floor joint filler per manufacturer's writteninstructions. After floor joint filler is fully cured, shave joint filler flush with top of concrete slab.
3.04 CLEANINGA. Clean adjacent soiled surfaces.
3.05 PROTECTIONA. Protect sealants until cured.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
08 1113 - 1 HOLLOW METALDOORS AND FRAMES
SECTION 08 1113HOLLOW METAL DOORS AND FRAMES
PART 1 GENERAL1.01 SECTION INCLUDES
A. Non-fire-rated hollow metal doors and frames.B. Hollow metal frames for wood doors.C. Fire-rated hollow metal doors and frames.D. Security resistant hollow metal doors and frames.E. Accessories, including glazing and matching panels.
1.02 RELATED REQUIREMENTSA. Section 08 7100 - Door Hardware.B. Section 08 8000 - Glazing: Glass for doors and borrowed lites.C. Section 09 9000 - Painting and Coating: Field painting.
1.03 REFERENCE STANDARDSA. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010.B. ANSI/ICC A117.1 - American National Standard for Accessible and Usable Buildings and
Facilities; International Code Council; 2009.C. ANSI/SDI A250.3 - Test Procedure and Acceptance Criteria for Factory Applied Finish Coatings
for Steel Doors and Frames; 2007 (R2011).D. ANSI/SDI A250.4 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel
Doors, Frames and Frame Anchors; 2011.E. ANSI/SDI A250.8 - Specifications for Standard Steel Doors and Frames (SDI-100); 2014.F. ANSI/SDI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces
for Steel Doors and Frames; 2011.G. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015.H. ASTM A1008/A1008M - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon,
Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability,Solution Hardened, and Bake Hardenable; 2015.
I. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon,Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, andUltra-High Strength; 2014.
J. BHMA A156.115 - American National Standard for Hardware Preparation in Steel Doors andSteel Frames; 2014.
K. ICC A117.1 - Accessible and Usable Buildings and Facilities; 2009.L. NAAMM HMMA 840 - Guide Specifications for Installation and Storage of Hollow Metal Doors
and Frames; 2007.1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Materials and details of design and construction, hardware locations,
reinforcement type and locations, anchorage and fastening methods, and finishes; and onecopy of referenced standards/guidelines.
C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and anyindicated finish requirements.
D. Samples: Submit two samples of metal, 2 inch by 2 inch in size showing factory finishes, colors,and surface texture.
08 1113 - 2 HOLLOW METAL DOORS AND FRAMES
E. Manufacturer's Certificate: Certification that products meet or exceed specified requirements.1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified inthis section with minimum three years documented experience.
1.06 DELIVERY, STORAGE, AND HANDLINGA. Comply with NAAMM HMMA 840 or ANSI/SDI A250.8 (SDI-100) in accordance with specified
requirements.B. Protect with resilient packaging; avoid humidity build-up under coverings; prevent corrosion and
adverse effects on factory applied painted finish.PART 2 PRODUCTS2.01 MANUFACTURERS
A. Hollow Metal Doors and Frames:1. Ceco Door, an Assa Abloy Group company: www.assaabloydss.com.2. De La Fontaine Inc: www.delafontaine.com.3. Steelcraft: www.steelcraft.com.4. Substitutions: See Section 01 6000 - Product Requirements.
2.02 DESIGN CRITERIAA. Requirements for Hollow Metal Doors and Frames:
1. Steel used for fabrication of doors and frames shall comply with one or more of thefollowing requirements; Galvannealed steel conforming to ASTM A653/A653M, cold-rolledsteel conforming to ASTM A1008/A1008M, or hot-rolled pickled and oiled (HRPO) steelconforming to ASTM A1011/A1011M, Commercial Steel (CS) Type B for each.
2. Accessibility: Comply with ICC A117.1 and ADA Standards.3. Exterior Door Top Closures: Flush end closure channel, with top and door faces aligned.4. Door Edge Profile: Manufacturers standard for application indicated.5. Typical Door Face Sheets: Flush. Refer to Door Schedule for additional information.6. Glazed Lights: Non-removable stops on non-secure side; sizes and configurations as
indicated on drawings. Style: Overlap.7. Hardware Preparations, Selections and Locations: Comply with NAAMM HMMA 830 and
NAAMM HMMA 831 or BHMA A156.115 and ANSI/SDI A250.8 (SDI-100) in accordancewith specified requirements.
8. Zinc Coating for Typical Interior and/or Exterior Locations: Provide metal componentszinc-coated (galvanized) and/or zinc-iron alloy-coated (galvannealed) by the hot-dipprocess in accordance with ASTM A653/A653M, with manufacturer's standard coatingthickness, unless noted otherwise for specific hollow metal doors and frames.
9. Finish: Factory primed, for field finishing.B. Hollow Metal Panels: Same construction, performance, and finish as doors.C. Combined Requirements: If a particular door and frame unit is indicated to comply with more
than one type of requirement, comply with the specified requirements for each type; forinstance, an exterior door that is also indicated as being sound-rated must comply with therequirements specified for exterior doors and for sound-rated doors; where two requirementsconflict, comply with the most stringent.
2.03 HOLLOW METAL DOORSA. Exterior Doors: Thermally insulated.
1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).a. Level 2 - Heavy-duty.b. Physical Performance Level B, 500,000 cycles; in accordance with ANSI/SDI A250.4.c. Model 1 - Full Flush.d. Door Face Metal Thickness: 18 gage, 0.042 inch, minimum.
08 1113 - 3 HOLLOW METAL DOORS AND FRAMES
2. Core Material: Manufacturers standard core material/construction and in compliance withrequirements.
3. Door Thickness: 1-3/4 inch, nominal.4. Galvanizing: All components hot-dipped zinc-iron alloy-coated (galvannealed) in
accordance with ASTM A653/A653M, with manufacturer's standard coating thickness.5. Weatherstripping: Refer to Section 08 7100.6. Glazing: Screwless glazing beads
B. Panels: Same construction, performance, and finish as doors.2.04 HOLLOW METAL FRAMES
A. Comply with standards and/or custom guidelines as indicated for corresponding door inaccordance with applicable door frame requirements.
B. Exterior Door Frames: Knock-down type.1. Galvanizing: Components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance
with ASTM A653/A653M, with A40/ZF120 coating.2. Weatherstripping: Separate, see Section 08 7100.
C. Security Resistant Door Frames: With same security resistance as door; face welded or fullprofile/continuously welded construction, ground smooth, fully prepared and reinforced forhardware installation.
D. Frames for Wood Doors: Comply with frame requirements in accordance with correspondingdoor.
2.05 ACCESSORIESA. Glazing: As specified in Section 08 8000, factory installed.B. Silencers: Resilient rubber, fitted into drilled hole; 3 on strike side of single door, 3 on center
mullion of pairs, and 2 on head of pairs without center mullions.C. Temporary Frame Spreaders: Provide for factory- or shop-assembled frames.
2.06 FINISHESA. Primer: Rust-inhibiting, complying with ANSI/SDI A250.10, door manufacturer's standard.B. Factory Finish: Complying with ANSI/SDI A250.3, manufacturer's standard coating.
1. Color: As selected by Architect from manufacturer's standard range.PART 3 EXECUTION3.01 EXAMINATION
A. Verify existing conditions before starting work.B. Verify that opening sizes and tolerances are acceptable.C. Verify that finished walls are in plane to ensure proper door alignment.
3.02 PREPARATIONA. Coat inside of frames to be installed in masonry or to be grouted, with bituminous coating, prior
to installation.3.03 INSTALLATION
A. Install doors and frames in accordance with manufacturer's instructions and relatedrequirements of specified door and frame standards or custom guidelines indicated.
B. Coordinate frame anchor placement with wall construction.C. Install door hardware as specified in Section 08 7100.D. Comply with glazing installation requirements of Section 08 8000.E. Touch up damaged factory finishes.
3.04 TOLERANCESA. Maximum Diagonal Distortion: 1/16 in measured with straight edge, corner to corner.
08 1113 - 4 HOLLOW METAL DOORS AND FRAMES
3.05 ADJUSTINGA. Adjust for smooth and balanced door movement.
3.06 SCHEDULEA. Refer to Door and Frame Schedule on the drawings.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
08 1416 - 1 FLUSH WOODDOORS
SECTION 08 1416FLUSH WOOD DOORS
PART 1 GENERAL1.01 SECTION INCLUDES
A. Flush wood doors; flush and flush glazed configuration; non-rated.1.02 RELATED REQUIREMENTS
A. Section 06 2000 - Finish Carpentry: Wood door frames.B. Section 08 1113 - Hollow Metal Doors and Frames.C. Section 08 7100 - Door Hardware.D. Section 08 8000 - Glazing.
1.03 REFERENCE STANDARDSA. ANSI A208.1 - American National Standard for Particleboard; 2009.B. AWI (QCP) - Quality Certification Program; current edition at www.awiqcp.org.C. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.D. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.0;
2016.E. ICC (IBC) - International Building Code; 2015.F. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2016.
1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Indicate door core materials and construction; veneer species, type and
characteristics.C. Shop Drawings: Show doors and frames, elevations, sizes, types, swings, undercuts, beveling,
blocking for hardware, factory machining, factory finishing, cutouts for glazing and other details.D. Specimen warranty.E. Samples: Submit two samples of door veneer, 4 by 4 inch in size illustrating wood grain, stain
color, and sheen.F. Manufacturer's Installation Instructions: Indicate special installation instructions.G. Warranty, executed in Owner's name.
1.05 QUALITY ASSURANCEA. Manufacturer Qualifications: Company specializing in manufacturing the products specified in
this section, with not less than three years of documented experience.1. Accredited participant in the specified certification program prior to the commencement of
fabrication and throughout the duration of the project.B. Quality Certification: Comply with AWI (QCP) woodwork association quality certification
service/program in accordance with requirements for work specified in this section.1.06 DELIVERY, STORAGE, AND HANDLING
A. Package, deliver and store doors in accordance with specified quality standard.B. Accept doors on site in manufacturer's packaging. Inspect for damage.C. Protect doors with resilient packaging sealed with heat shrunk plastic. Do not store in damp or
wet areas; or in areas where sunlight might bleach veneer. Seal top and bottom edges withtinted sealer if stored more than one week. Break seal on site to permit ventilation.
1.07 WARRANTYA. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
08 1416 - 2 FLUSH WOOD DOORS
B. Include coverage for delamination of veneer, warping beyond specified installation tolerances,defective materials, and telegraphing core construction.
PART 2 PRODUCTS2.01 MANUFACTURERS
A. Wood Veneer Faced Doors:1. Eggers Industries: www.eggersindustries.com.2. Graham Wood Doors: www.grahamdoors.com.3. Haley Brothers: www.haleybros.com.4. Oregon Door: www.oregondoor.com.5. Substitutions: See Section 01 6000 - Product Requirements.
2.02 DOORS AND PANELSA. Doors: Refer to drawings for locations and additional requirements.
2.03 DOOR AND PANEL CORESA. Non-Rated Solid Core and 20 Minute Rated Doors: Type particleboard core (PC), plies and
faces as indicated.2.04 DOOR FACINGS
A. Veneer Facing for Transparent Finish: Red oak, veneer grade in accordance with qualitystandard indicated, plain sliced (flat cut), with book match between leaves of veneer, runningmatch of spliced veneer leaves assembled on door or panel face.1. Vertical Edges: Same species as face veneer.
2.05 DOOR CONSTRUCTIONA. Fabricate doors in accordance with door quality standard specified.B. Cores Constructed with stiles and rails: C. Factory machine doors for hardware other than surface-mounted hardware, in accordance with
hardware requirements and dimensions.D. Factory fit doors for frame opening dimensions identified on shop drawings, with edge
clearances in accordance with specified quality standard.E. Provide edge clearances in accordance with the quality standard specified.
2.06 FACTORY FINISHING - WOOD VENEER DOORSA. Finish work in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), Section 5 -
Finishing for grade specified and as follows:1. Transparent:
a. System - 1, Lacquer, Nitrocellulose.b. Stain: As selected by Architect.c. Sheen: Flat.
2. Opaque:a. System - 1, Lacquer, Nitrocellulose.b. Color: As selected by Architect.c. Sheen: Flat.
B. Factory finish doors in accordance with approved sample.2.07 ACCESSORIES
A. Door Hardware: As specified in Section 08 7100.PART 3 EXECUTION3.01 EXAMINATION
A. Verify existing conditions before starting work.B. Verify that opening sizes and tolerances are acceptable.
08 1416 - 3 FLUSH WOOD DOORS
C. Do not install doors in frame openings that are not plumb or are out-of-tolerance for size oralignment.
3.02 INSTALLATIONA. Install doors in accordance with manufacturer's instructions and specified quality standard.B. Factory-Finished Doors: Do not field cut or trim; if fit or clearance is not correct, replace door.C. Use machine tools to cut or drill for hardware.D. Coordinate installation of doors with installation of frames and hardware.
3.03 TOLERANCESA. Conform to specified quality standard for fit and clearance tolerances.B. Conform to specified quality standard for telegraphing, warp, and squareness.
3.04 ADJUSTINGA. Adjust doors for smooth and balanced door movement.B. Adjust closers for full closure.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
08 1433 - 1 STILE AND RAILWOOD DOORS
SECTION 08 1433STILE AND RAIL WOOD DOORS
PART 1 GENERAL1.01 SECTION INCLUDES
A. Interior wood doors, stile and rail designB. Interior Fire Rated wood doors, stile and railC. Panels of wood and glass.D. Restoration of existing interior wood doors, stile and rail design.
1.02 RELATED REQUIREMENTSA. Section 02 2140 - Renovation & Restoration Requirements for Mississippi Landmark PropertiesB. Section 06 2000 - Finish Carpentry: Wood door frames.C. Section 08 7100 - Door Hardware.D. Section 08 8000 - Glazing.E. Section 09 9000 - Painting and Coatings.
1.03 REFERENCE STANDARDSA. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.B. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.0;
2016.C. AWI/AWMAC (QSI) - Architectural Woodwork Quality Standards Illustrated; Architectural
Woodwork Institute and Architectural Woodwork Manufacturers Association of Canada; 2006,8th Ed., Version 2.0.
1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Indicate stile and rail materials and construction.C. Specimen warranty.D. Shop Drawings: Illustrate door opening criteria, elevations, sizes, types, swings, special
beveling.E. Warranty, executed in Owner's name.
1.05 QUALITY ASSURANCEA. Perform work in accordance with AWI/AWMAC Quality Standards Illustrated, Section 1400,
Custom grade.B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in
this section, with not less than three years of documented experience.1.06 DELIVERY, STORAGE, AND HANDLING
A. Package, deliver and store doors in accordance with AWI/AWMAC Quality StandardsIllustrated, Section 1300.
B. Protect doors with resilient packaging sealed with heat shrunk plastic. Do not store in damp orwet areas; or in areas where sunlight might bleach veneer. Seal top and bottom edges withtinted sealer if stored more than one week. Break seal on site to permit ventilation.
1.07 PROJECT CONDITIONSA. Coordinate the work with door opening construction, door frame and door hardware installation.
1.08 WARRANTYA. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.B. Interior Doors: Provide manufacturer's warranty for the life of the installation.
08 1433 - 2 STILE AND RAIL WOOD DOORS
C. Include coverage for delamination of veneer, warping beyond specified installation tolerances,defective materials, and telegraphing core construction.
PART 2 PRODUCTS2.01 MANUFACTURERS
A. Stile and Rail Wood Doors:1. TruStile Doors LLC: www.trustile.com2. Eggers Industries: www.eggersindustries.com.3. Maiman Company: www.maiman.com.4. Marshfield DoorSystems, Inc: www.marshfielddoors.com.5. Substitutions: See Section 01 6000 - Product Requirements.
2.02 DOORSA. Quality Standard: Custom Grade, Heavy Duty performance, in accordance with
AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), unless noted otherwise.B. Exterior Doors: 1-3/4 inches thick unless otherwise indicated; solid lumber construction;
mortise and tenon joints; water repellent treated. Opaque finish where indicated on drawings.C. Interior Doors: 1-3/8 inches thick or match existing unless otherwise indicated; solid lumber
construction; mortised and tenoned joints.2.03 COMPONENTS
A. Glazing: As specified in Section 08 8000.B. Panel or Glass Retention Molding: Wood of same species as door facing, molded stop applied
one-side,mitered corners; prepared for countersink style tamper proof screws.2.04 DOOR CONSTRUCTION
A. Fabricate in accordance with AWI/AWMAC Quality Standards Illustrated, Section 1400, Customgrade.
B. Fabricate doors in accordance with AWI Quality Standards requirements.C. Vertical Exposed Edge of Stiles: Hardwood for paint finish.D. Panels: Custom profile to match existing and to be approved by the Architect.E. At exterior doors, provide aluminum flashing at the top and bottom rail for full thickness and
width of door.F. Factory machine doors for finish hardware in accordance with hardware requirements and
dimensions. Do not machine for surface hardware.G. Factory fit doors for frame opening dimensions identified on shop drawings, with edge
clearances in accordance with specified quality standard.H. Cut and configure exterior door edge to receive recessed weatherstripping devices. Provide
edge clearances in accordance with referenced quality standards.PART 3 EXECUTION3.01 EXAMINATION
A. Verify existing conditions before starting work.B. Verify that opening sizes and tolerances are acceptable.C. Do not install doors in frame openings that are not plumb or are out of tolerance for size or
alignment.3.02 INSTALLATION
A. Install doors in accordance with manufacturer's instructions and specified quality standards.B. Adjust width of non-rated doors by cutting equally on both jamb edges.C. Trim door height by cutting bottom edges to a maximum of 3/4 inch.
08 1433 - 3 STILE AND RAIL WOOD DOORS
D. Machine cut for hardware.E. Coordinate installation of doors with installation of frames and hardware.F. Coordinate installation of glazing.
3.03 TOLERANCESA. Conform to specified quality standard for fit, clearance, and joinery tolerances.B. Maximum Diagonal Distortion (Warp): 1/8 inch measured with straight edge or taut string,
corner to corner, over an imaginary 36 x 84 inch surface area.C. Maximum Vertical Distortion (Bow): 1/8 inch measured with straight edge or taut string, top to
bottom, over an imaginary 36 x 84 inch surface area.D. Maximum Width Distortion (Cup): 1/8 inch measured with straight edge or taut string, edge to
edge, over an imaginary 36 x 84 inch surface area.3.04 ADJUSTING
A. Adjust doors for smooth and balanced door movement.B. Adjust closers for full closure.
3.05 SCHEDULE - SEE DRAWINGSEND OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
08 4229 - 1 AUTOMATICENTRANCES
SECTION 08 4229AUTOMATIC ENTRANCES
PART 1 GENERAL1.01 SECTION INCLUDES
A. Packaged power-operated door assemblies of following types:B. Controllers, actuators and safety devices.
1.02 RELATED REQUIREMENTSA. Section 08 7100 - Door Hardware: Coordination with Door Hardware.
1.03 REFERENCE STANDARDSA. BHMA A156.10 - American National Standard for Power Operated Pedestrian Doors; 2011.B. ITS (DIR) - Directory of Listed Products; current edition.C. NFPA 101 - Life Safety Code; 2015.D. UL (DIR) - Online Certifications Directory; current listings at database.ul.com.E. UL 325 - Standard for Door, Drapery, Gate, Louver, and Window Operators and Systems;
Current Edition, Including All Revisions.1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Shop Drawings:
1. Indicate layout and dimensions; head, jamb, and sill conditions; elevations; components,anchorage, recesses, materials, and finishes, electrical characteristics and connectionrequirements.
2. Identify installation tolerances required, assembly conditions, routing of service lines andconduit, and locations of operating components and boxes.
C. Product Data: Provide data on system components, sizes, features, and finishes.D. Samples: Submit two samples of exposed to view hardware, and attachment hardware.E. Manufacturer's Installation Instructions: Indicate special procedures, perimeter conditions
requiring special attention, and manufacturer's hardware and component templates.F. Maintenance Data: Include manufacturer's parts list and maintenance instructions for each type
of hardware and operating component.G. Warranty: Submit manufacturer warranty and ensure that forms have been completed in
Owner's name and registered with manufacturer.1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products specified in thissection, with not less than three years of documented experience, and a member of AAADM.
1.06 WARRANTYA. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
PART 2 PRODUCTS2.01 MANUFACTURERS
A. Swinging Automatic Entrance Door Assemblies: single & double door sets. Specificationintended to include full operation of door as an automatic door.1. Dorma USA, Inc.; ED100: www.dorma.com (basis of design)2. NABCO Entrances, Inc,; GT500: www.nabcoentrances.com3. Stanley Access Technologies, LLC,; Magic-Swing Operator: www.stanleyaccess.com4. Substitutions: See Section 01 6000 - Product Requirements.
08 4229 - 2 AUTOMATIC ENTRANCES
2.02 POWER OPERATED DOORSA. Power Operated Doors: Provide products that comply with NFPA 101 and requirements of
authorities having jurisdiction; provide equipment selected for actual door weight and for lightpedestrian traffic, unless otherwise indicated.1. Swinging Door Operators: Fully adjustable for opening and closing speeds, checking
speeds, and hold-open time; in the event of power failure, disengage operator allowingdoor to function as a door with a spring closer.
2. Exterior Swinging Doors: Provide equipment capable of operating, closing, and holdingclosed under positive and negative differential pressure; if necessary, provide powerclosing. Power requirements: 120 V +/- 10% , 50/60 Hz, 6.6A peak (per operator)
B. Swinging Doors with Full Power Operators: Comply with BHMA A156.10; safeties required.1. Comply with UL 325; acceptable evidence of compliance includes UL (DIR) or ITS (DIR)
listing or test report by testing agency acceptable to authorities having jurisdiction.2. Force Required to Set Door in Motion When Unpowered: , maximum, measured at from
the latch edge of the door at any point in the closing cycle.C. Actuator/s to coordinate with the operator, battery powered and mounted as indicated on the
drawings.2.03 CONTROLLERS, ACTUATORS, AND SAFETIES
A. Comply with BHMA A156.10 for actuator and safety types and zones.B. Push Button Actuator: Standard momentary contact type, wall mounted, surface; stainless steel
escutcheon plate.2.04 ACCESSORIES
A. Steel Clips, Supports, and Steel Anchors: Galvanized to 1.25 oz/sq ft.PART 3 EXECUTION3.01 EXAMINATION
A. Verify that surfaces are ready to receive work and dimensions are as indicated on shopdrawings.
B. Verify that electric power is available and is of the correct characteristics.3.02 INSTALLATION
A. Install equipment in accordance with manufacturer's instructions.B. Provide for dimensional distortion of components during operation.
3.03 ADJUSTINGA. Adjust door equipment for correct function and smooth operation.
3.04 CLEANINGA. Remove temporary protection, clean exposed surfaces.
3.05 CLOSEOUT ACTIVITIESA. Demonstrate operation, operating components, adjustment features, and lubrication
requirements.END OF SECTION
Hinds County Courthouse ADA Improvements DOOR HARDWARE Jackson, Mississippi SECTION 08 71 00
July 5, 2017 Page 1 of 11
SECTION 08 7100
DOOR HARDWARE
PART 1 - GENERAL
1.1 SUMMARY:
A. Section Includes: Finish Hardware for door openings, except as otherwise specified herein.
1. Door hardware for steel (hollow metal) doors. 2. Door hardware for aluminum doors. 3. Door hardware for wood doors. 4. Door hardware for other doors indicated. 5. Keyed cylinders as indicated.
B. Related Sections:
1. Division 6: Rough Carpentry. 2. Division 8: Aluminum Doors and Frames 3. Division 8: Hollow Metal Doors and Frames. 4. Division 8: Wood Doors.
C. References: Comply with applicable requirements of the following standards. Where these standards conflict with other specific requirements, the most restrictive shall govern.
1. Builders Hardware Manufacturing Association (BHMA) 2. NFPA 101 Life Safety Code 3. NFPA 80 -Fire Doors and Windows 4. ANSI-A156.xx- Various Performance Standards for Finish Hardware 5. UL10C – Positive Pressure Fire Test of Door Assemblies 6. ANSI-A117.1 – Accessible and Usable Buildings and Facilities 7. DHI /ANSI A115.IG – Installation Guide for Doors and Hardware 8. ICC – International Building Code
D. Intent of Hardware Groups
1. Should items of hardware not definitely specified be required for completion of the Work, furnish such items of type and quality comparable to adjacent hardware and appropriate for service required.
2. Where items of hardware aren’t definitely or correctly specified, are required for completion of the Work, a written statement of such omission, error, or other discrepancy to be submitted to Architect, prior to date specified for receipt of bids for clarification by addendum; or, furnish such items in the type and quality established by this specification, and appropriate to the service intended.
E. Allowances
1. Refer to Division 1 for allowance amount and procedures.
F. Alternates
1. Refer to Division 1 for Alternates and procedures.
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1.2 SUBSTITUTIONS:
A. Comply with Division 1.
1.3 SUBMITTALS:
A. Comply with Division 1.
B. Special Submittal Requirements: Combine submittals of this Section with Sections listed below to ensure the "design intent" of the system/assembly is understood and can be reviewed together.
C. Product Data: Manufacturer's specifications and technical data including the following:
1. Detailed specification of construction and fabrication. 2. Manufacturer's installation instructions. 3. Wiring diagrams for each electric product specified. Coordinate voltage with electrical before submitting. 4. Submit 6 copies of catalog cuts with hardware schedule. 5. Provide 9001-Quality Management and 14001-Environmental Management for products listed in Materials
Section 2.2
D. Shop Drawings - Hardware Schedule: Submit 6 complete reproducible copy of detailed hardware schedule in a vertical format.
1. List groups and suffixes in proper sequence. 2. Completely describe door and list architectural door number. 3. Manufacturer, product name, and catalog number. 4. Function, type, and style. 5. Size and finish of each item. 6. Mounting heights. 7. Explanation of abbreviations and symbols used within schedule. 8. Detailed wiring diagrams, specially developed for each opening, indicating all electric hardware, security
equipment and access control equipment, and door and frame rough-ins required for specific opening.
E. Templates: Submit templates and "reviewed Hardware Schedule" to door and frame supplier and others as applicable to enable proper and accurate sizing and locations of cutouts and reinforcing.
1. Templates, wiring diagrams and "reviewed Hardware Schedule" of electrical terms to electrical for coordination and verification of voltages and locations.
F. Samples: (If requested by the Architect)
1. 1 sample of Lever and Rose/Escutcheon design, (pair). 2. 3 samples of metal finishes
G. Contract Closeout Submittals: Comply with Division 1 including specific requirements indicated.
1. Operating and maintenance manuals: Submit 3 sets containing the following.
a. Complete information in care, maintenance, and adjustment, and data on repair and replacement parts, and information on preservation of finishes.
b. Catalog pages for each product. c. Name, address, and phone number of local representative for each manufacturer. d. Parts list for each product.
2. Copy of final hardware schedule, edited to reflect, "As installed".
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3. Copy of final keying schedule 4. As installed “Wiring Diagrams” for each piece of hardware connected to power, both low voltage and 110
volts. 5. One set of special tools required for maintenance and adjustment of hardware, including changing of
cylinders.
1.4 QUALITY ASSURANCE
A. Comply with Division 1.
1. Statement of qualification for distributor and installers. 2. Statement of compliance with regulatory requirements and single source responsibility. 3. Distributor's Qualifications: Firm with 3 years experience in the distribution of commercial hardware.
a. Distributor to employ full time Architectural Hardware Consultants (AHC) for the purpose of scheduling and coordinating hardware and establishing keying schedule.
b. Hardware Schedule shall be prepared and signed by an AHC.
4. Installer's Qualifications: Firm with 3 years experienced in installation of similar hardware to that required for this Project, including specific requirements indicated.
5. Regulatory Label Requirements: Provide testing agency label or stamp on hardware for labeled openings.
a. Provide UL listed hardware for labeled and 20 minute openings in conformance with requirements for class of opening scheduled.
b. Underwriters Laboratories requirements have precedence over this specification where conflict exists.
6. Single Source Responsibility: Except where specified in hardware schedule, furnish products of only one manufacturer for each type of hardware.
B. Review Project for extent of finish hardware required to complete the Work. Where there is a conflict between these Specifications and the existing hardware, notify the Architect in writing and furnish hardware in compliance with the Specification unless otherwise directed in writing by the Architect.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Packing and Shipping: Comply with Division 1.
1. Deliver products in original unopened packaging with legible manufacturer's identification. 2. Package hardware to prevent damage during transit and storage. 3. Mark hardware to correspond with "reviewed hardware schedule". 4. Deliver hardware to door and frame manufacturer upon request.
B. Storage and Protection: Comply with manufacturer's recommendations.
1.6 PROJECT CONDITIONS:
A. Coordinate hardware with other work. Furnish hardware items of proper design for use on doors and frames of the thickness, profile, swing, security and similar requirements indicated, as necessary for the proper installation and function, regardless of omissions or conflicts in the information on the Contract Documents.
B. Review Shop Drawings for doors and entrances to confirm that adequate provisions will be made for the proper installation of hardware.
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1.7 WARRANTY:
A. Refer to Conditions of the Contract
B. Manufacturer’s Warranty:
1. Closers: Ten years 2. Exit Devices: Five Years 3. Locksets & Cylinders: Three years 4. All other Hardware: Two years.
1.8 OWNER’S INSTRUCTION:
A. Instruct Owner’s personnel in operation and maintenance of hardware units.
1.9 MAINTENANCE:
A. Extra Service Materials: Deliver to Owner extra materials from same production run as products installed. Package products with protective covering and identify with descriptive labels. Comply with Division 1 Closeout Submittals Section.
1. Special Tools: Provide special wrenches and tools applicable to each different or special hardware component.
2. Maintenance Tools: Provide maintenance tools and accessories supplied by hardware component manufacturer.
3. Delivery, Storage and Protection: Comply with Owner’s requirements for delivery, storage and protection of extra service materials.
B. Maintenance Service: Submit for Owner’s consideration maintenance service agreement for electronic products installed.
PART 2 - PRODUCTS
2.1 MANUFACTURERS:
A. The following manufacturers are approved subject to compliance with requirements of the Contract Documents. Approval of manufacturers other than those listed shall be in accordance with Division 1.
Item: Manufacturer: Approved: Hinges Stanley Bommer, McKinney Continuous Hinges Stanley Select, ABH Locksets Best No Substitution Cylinders Best No Substitution Closers Stanley D-4550 LCN 4040XP, Sargent 251 Automatic Operators See Section 084229
B. Mortise Type Locks and Latches:
1. Tested and approved by BHMA for ANSI A156.13, Series 1000, Operational Grade 1, Extra-Heavy Duty, Security Grade 2 and be UL10C.
2. Furnish UL or recognized independent laboratory certified mechanical operational testing to 4 million cycles minimum.
3. Provide 9001-Quality Management and 14001-Environmental Management. 4. Fit ANSI A115.1 door preparation 5. Functions and design as indicated in the hardware groups
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6. Solid, one-piece, 3/4-inch (19mm) throw, anti-friction latchbolt made of self-lubricating stainless steel 7. Deadbolt functions shall have 1 inch (25mm) throw bolt made of hardened stainless steel 8. Latchbolt and Deadbolt are to extend into the case a minimum of 3/8 inch (9.5mm) when fully extended 9. Auxiliary deadlatch to be made of one piece stainless steel, permanently lubricated 10. Provide sufficient curved strike lip to protect door trim 11. Lever handles must be of forged or cast brass, bronze or stainless steel construction and conform to ANSI
A117.1. Levers that contain a hollow cavity are not acceptable 12. Lock shall have self-aligning, thru-bolted trim 13. Levers to operate a roller bearing spindle hub mechanism 14. Mortise cylinders of lock shall have a concealed internal setscrew for securing the cylinder to the lockset. The
internal setscrew will be accessible only by removing the core, with the control key, from the cylinder body. 15. Spindle to be designed to prevent forced entry from attacking of lever 16. Provide locksets with 7-pin removable and interchangeable core cylinders 17. Each lever to have independent spring mechanism controlling it 18. Core face must be the same finish as the lockset.
C. Cylindrical Type Locks and Latchsets:
1. Tested and approved by BHMA for ANSI A156.2, Series 4000, Operational Grade 1, Extra-Heavy Duty, and be UL10C listed.
2. Provide 9001-Quality Management and 14001-Environmental Management. 3. Fit modified ANSI A115.2 door preparation. 4. Locksets and cores to be of the same manufacturer to maintain complete lockset warranty 5. Locksets to have anti-rotational studs that are thru-bolted 6. Keyed lever shall not have exposed “keeper” hole 7. Each lever to have independent spring mechanism controlling it 8. 2-3/4 inch (70 mm) backset 9. 9/16 inch (14 mm) throw latchbolt 10. Provide sufficient curved strike lip to protect door trim 11. Outside lever sleeve to be seamless, of one-piece construction made of a hardened steel alloy 12. Keyed lever to be removable only after core is removed, by authorized control key 13. Provide locksets with 7-pin removable and interchangeable core cylinders 14. Hub, side plate, shrouded rose, locking pin to be a one-piece casting with a shrouded locking lug. 15. Locksets outside locked lever must withstand minimum 1400 inch pounds of torque. In excess of that, a
replaceable part will shear. Key from outside and inside lever will still operate lockset. 16. Core face must be the same finish as the lockset. 17. Functions and design as indicated in the hardware groups.
D. Door Closers shall:
1. Tested and approved by BHMA for ANSI 156.4, Grade 1 2. UL10C certified 3. Provide 9001-Quality Management and 14001-Environmental Management. 4. Closer shall have extra-duty arms and knuckles 5. Conform to ANSI 117.1 6. Maximum 2 7/16 inch case projection with non-ferrous cover 7. Separate adjusting valves for closing and latching speed, and backcheck 8. Provide adapter plates, shim spacers and blade stop spacers as required by frame and door conditions 9. Full rack and pinion type closer with 1½“ minimum bore 10. Mount closers on non-public side of door, unless otherwise noted in specification 11. Closers shall be non-handed, non-sized and multi-sized.
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PART 3 - EXECUTION
3.1 EXAMINATION
A. Verification of conditions: Examine doors, frames, related items and conditions under which Work is to be performed and identify conditions detrimental to proper and or timely completion.
1. Do not proceed until unsatisfactory conditions have been corrected.
3.2 HARDWARE LOCATIONS:
A. Mount hardware units at heights indicated in the following publications except as specifically indicated or required to comply with the governing regulations.
1. Recommended Locations for Builder’s Hardware for Standard Steel Doors and Frames, by the Door and Hardware Institute (DHI).
2. Recommended locations for Architectural Hardware for flush wood doors (DHI).
3. WDMA Industry Standard I.S.-1A-04, Industry Standard for Architectural wood flush doors.
3.3 INSTALLATION:
A. Install each hardware item per manufacturer's instructions and recommendations. Do not install surface mounted items until finishes have been completed on the substrate. Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation.
B. Conform to local governing agency security ordinance.
C. Install Conforming to ICC/ANSI A117.1 Accessible and Usable Building and Facilities.
1. Adjust door closer sweep periods so that from the open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 inches from the latch, measured to the landing side of the door.
D. Installed hardware using the manufacturers fasteners provided. Drill and tap all screw holes located in metallic materials. Do not use “Riv-Nuts” or similar products.
3.4 FIELD QUALITY CONTROL AND FINAL ADJUSTMENT
A. Contractor/Installers, Field Services: After installation is complete, contractor shall inspect the completed door openings on site to verify installation of hardware is complete and properly adjusted, in accordance with both the Contract Documents and final shop drawings.
1. Check and adjust closers to ensure proper operation.
2. Check latchset, lockset, and exit devices are properly installed and adjusted to ensure proper operation.
a. Verify levers are free from binding. b. Ensure latchbolts and dead bolts are engaged into strike and hardware is functioning.
3. Report findings, in writing, to architect indicating that all hardware is installed and functioning properly. Include recommendations outlining corrective actions for improperly functioning hardware if required.
3.5 SCHEDULE OF FINISH HARDWARE:
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Manufacturer List Code Name BE Best Access Systems BM Bommer Industries NA National Guard SD Stanley Door Closers ST Stanley STAN Stanley TR Trimco
Option List Code Description C4 CAM-STANDARD CAM SN Sex Nuts (Pkg. of 4) VIN Visual Indicator VIT Visual Indictor Thumb-Turn P45-110 Spacer Block PA Brkt on Rabbet P45-180 Drop Plate
Finish List Code Description AL Aluminum 313 Dark Bronze Duranodic 613 Oxidized Satin Bronze, Oil Rubbed 640 Plated Oxidized Satin Bronze, Oil Rubbed 695 Dark Bronze Painted US10B Dull Bronze, Oxidized and Oil Rubbed Hardware Sets SET #1 Doors: A-132, A-101, A-103, A-107, A-110, A-119, A-130, C-101B, C-110, C-111B, C-116B, C-201A, C-204A, C-204B,
C-204C, C-207A, C-207B NOTE: All Hardware Devices are to remain. SET #2 Doors: C-101A, C-111A, C-116A 1 Door Closer CLD-4550 CS P45-110 P45-180 SN 695 SD NOTE: Balance of Hardware Devices are existing and are to remain. SET #3 Doors: C-107, C-201B, C-203A, C-203B 1 Lockset 45H-7R14J PATD 613 BE
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NOTE: Balance of Hardware Devices are existing and are to remain. SET #4 Doors: A-115, C-102, C-103, C-104, C-106, C-112, C-202 1 Lockset 45H-7D14J PATD 613 BE NOTE: Balance of Hardware Devices are existing and are to remain. SET #5 Doors: A-128, C-105, C-206A, C-208A, C-206C 1 Lockset 45H-7T14J PATD 613 BE NOTE: Balance of Hardware Devices are existing and are to remain. SET #6 Doors: C-108, C-208B, C-206B 1 Privacy Set 45H-0L14J VIN VIT 613 BE NOTE: Balance of Hardware Devices are existing and are to remain. SET #7 Doors: C-115 1 Privacy Set 9K3-0L14D 613 BE NOTE: Balance of Hardware Devices are existing and are to remain. SET #8 Doors: C-109 2 Mortise Cylinder 1E-74 x PATD x Cam as Required 613 BE NOTE: Balance of Hardware Devices are existing and are to remain. SET #9 Doors: A-102, A-104, A-105, C-113 NOTE: Balance of Hardware Devices are existing and are to remain. SET #10 Doors: A-109, A-121, A-122, A-123, A-124, A-125, A-126, A-127, A-129, A-133, C-114, C-118 1 Lockset 9K3-7AB14D PATD 613 BE NOTE: Balance of Hardware Devices are existing and are to remain.
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SET #11 Doors: A-106, A-108, A-116, A-118, A-120 1 Lockset 9K3-7R14D PATD 613 BE NOTE: Balance of Hardware Devices are existing and are to remain. SET #12 Doors: A-111, A-113, A-117, A-131 1 Passage Set 9K3-0N14D 613 BE NOTE: Balance of Hardware Devices are existing and are to remain. SET #13 Doors: C-117 1 Spring Pivot 7114 640 BM SET #14 Doors: A-001 3 Hinges FBB191 4 1/2 X 4 1/2 NRP US10B ST 1 Lockset 9K3-7R14D PATD 613 BE 1 Door Closer CLD-4550 CS 695 SD 1 Smoke Seal 5020 C 1 x 36" - 2 x 84" NA 1 Threshold 896 S 36" AL NA SET #15 Doors: A-100 1 Auto Operator Auto-Operator see Section 084229 313 STAN NOTE: Balance of Hardware Devices are existing and are to remain. SET #16 Doors: A-002 3 Hinges FBB191 4 1/2 X 4 1/2 NRP US10B ST 1 Deadlock 8T3-7K PATD 613 BE 1 Door Pull 1120 613 TR 1 Push Plate 1001-3 613 TR 1 Auto Operator Auto-Operator see Section 084229 313 ST 1 Smoke Seal 5020 C 1 x 36" - 2 x 80" NA 1 Saddle Threshold 425 36" AL NA
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Opening List Opening Hdw Set A-001 14 A-002 16 A-100 15 A-101 1 A-102 9 A-103 1 A-104 9 A-105 9 A-106 11 A-107 1 A-108 11 A-109 10 A-110 1 A-111 12 A-113 12 A-115 4 A-116 11 A-117 12 A-118 11 A-119 1 A-120 11 A-121 10 A-122 10 A-123 10 A-124 10 A-125 10 A-126 10 A-127 10 A-128 5 A-129 10 A-130 1 A-131 12 A-132 1 A-133 10 C-101A 2 C-101B 1 C-102 4 C-103 4 C-104 4 C-105 5 C-106 4 C-107 3 C-108 6 C-109 8 C-110 1 C-111A 2 C-111B 1 C-112 4 C-113 9 C-114 10 C-115 7 C-116A 2
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C-116B 1 C-117 13 C-118 10 C-201A 1 C-201B 3 C-202 4 C-203A 3 C-203B 3 C-204A 1 C-204B 1 C-204C 1 C-206A 5 C-206B 6 C-206C 5 C-207A 1 C-207B 1 C-208A 5 C-208B 6
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
08 8000 - 1 GLAZING
SECTION 08 8000GLAZING
PART 1 GENERAL1.01 SECTION INCLUDES
A. Glass.B. Glazing compounds and accessories.
1.02 RELATED REQUIREMENTSA. Section 02 2140 - Restoration and Renovation Techniques.B. Section 06 2000 - Finish Carpentry: Components with requirement for glass.C. Section 07 9005 - Joint Sealers: Sealers for other than glazing purposes.D. Section 08 1416 - Flush Wood Doors: Glazed lites in doors.E. Section 08 1433 - Stile and Rail Wood Doors: Glazed lites in doors.F. Section 10 2800 - Toilet, Bath, and Laundry Accessories: Mirrors.
1.03 REFERENCE STANDARDSA. 16 CFR 1201 - Safety Standard for Architectural Glazing Materials; current edition.B. ANSI Z97.1 - American National Standard for Safety Glazing Materials Used in Buildings, Safety
Performance Specifications and Methods of Test; 2010.C. ASTM C864 - Standard Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers; 2005 (Reapproved 2011).D. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014.E. ASTM C1036 - Standard Specification for Flat Glass; 2011.F. ASTM C1172 - Standard Specification for Laminated Architectural Flat Glass; 2014.G. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2013.H. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2015a.I. ASTM E1300 - Standard Practice for Determining Load Resistance of Glass in Buildings;
2012a.J. GANA (GM) - GANA Glazing Manual; 2009.K. GANA (SM) - GANA Sealant Manual; 2008.
1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data on Glass Types: Provide structural, physical and environmental characteristics,
size limitations, special handling or installation requirements.C. Product Data on Glazing Compounds: Provide chemical, functional, and environmental
characteristics, limitations, special application requirements. Identify available colors.D. Samples: Submit two samples 12 by 12 inch in size of glass unitsof glass and plastic units,
showing coloration and design.E. Certificates: Certify that products meet or exceed specified requirements.
1.05 QUALITY ASSURANCEA. Perform Work in accordance with GANA Glazing Manual and FGMA Sealant Manual for glazing
installation methods. B. Installer Qualifications: Company specializing in performing the work of this section with
minimum three years documented experience.
08 8000 - 2 GLAZING
1.06 FIELD CONDITIONSA. Do not install glazing when ambient temperature is less than 40 degrees F.B. Maintain minimum ambient temperature before, during and 24 hours after installation of glazing
compounds.1.07 WARRANTY
A. See Section 01700 - Contract Closeout, for additional warranty requirements.B. Sealed Insulating Glass Units: Provide a ten (10) year warranty to include coverage for seal
failure, interpane dusting or misting, including replacement of failed units.C. Laminated Glass: Provide a five (5) year warranty to include coverage for delamination,
including replacement of failed units.PART 2 PRODUCTS2.01 EXTERIOR GLAZING ASSEMBLIES
A. Performance Criteria: Select type and thickness of glass to withstand dead and live loadscaused by positive and negative wind pressure acting normal to plane of glass.1. Use the procedure specified in ASTM E1300 to determine glass type and thickness.2. Glass thicknesses listed are minimum.
2.02 GLASS MATERIALSA. Float Glass Manufacturers:
1. Cardinal Glass Industries: www.cardinalcorp.com.2. Guardian Industries Corp: www.sunguardglass.com.3. Pilkington North America Inc: www.pilkington.com/na.4. Substitutions: Refer to Section 01 6000 - Product Requirements.
B. Float Glass: Provide float glass based glazing unless noted otherwise.1. Annealed Type: ASTM C1036, Type I - Transparent Flat, Class 1 - Clear, Quality-Q3.2. Heat-Strengthened and Fully Tempered Types: ASTM C1048, Kind HS and Kind FT.3. Tinted Types: ASTM C1036, Class 2 - Tinted, color and performance characteristics as
indicated.4. Thicknesses: As indicated; for exterior glazing comply with requirements indicated for
wind load design regardless of thickness indicated.C. Laminated Glass: Float glass laminated in accordance with ASTM C1172.
1. Laminated Safety Glass: Comply with 16 CFR 1201 test requirements for Category II.2.03 GLAZING COMPOUNDS
A. Manufacturers:1. Bostik Inc: www.bostik-us.com.2. Momentive Performance Materials, Inc (formerly GE Silicones): www.momentive.com.3. Pecora Corporation: www.pecora.com.4. BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com.5. Substitutions: Refer to Section 01630 - Substitutions and Product Options.
B. Glazing Putty: Polymer modified latexrecommended by manufacturer for outdoor use, knifegrade consistency; grey color.
C. Butyl Sealant: Single componentASTM C920, Grade NS, Class 12-1/2, Uses M and A;, ShoreA hardness of 10 to 20; black color.
2.04 GLAZING ACCESSORIESA. Setting Blocks: Neoprene, 80 to 90 Shore A durometer hardness; ASTM C864 Option II.
Length of 0.1 inch for each square foot of glazing or minimum 4 inch x width of glazing rabbetspace minus 1/16 inch x height to suit glazing method and pane weight and area.
08 8000 - 3 GLAZING
B. Spacer Shims: Neoprene, 50 to 60 Shore A durometer hardness; ASTM C864 Option II. Minimum 3 inch long x one half the height of the glazing stop x thickness to suit application, selfadhesive on one face.
C. Glazing Gaskets: Resilient silicone extruded shape to suit glazing channel retaining slot ASTMC864 Option I;; ASTM C864 Option II; color as selected.
D. Glazing Clips: Manufacturer's standard type.PART 3 EXECUTION3.01 EXAMINATION
A. Verify that openings for glazing are correctly sized and within tolerance.B. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may
impede moisture movement, weeps are clear, and ready to receive glazing.3.02 PREPARATION
A. Clean contact surfaces with solvent and wipe dry.B. Seal porous glazing channels or recesses with substrate compatible primer or sealer.C. Prime surfaces scheduled to receive sealant.D. Install sealants in accordance with ASTM C1193 and GANA Sealant Manual.E. Install sealants in accordance with manufacturer's instructions.
3.03 INSTALLATION - EXTERIOR/INTERIOR DRY METHOD (GASKET GLAZING)A. Place setting blocks at 1/4 points with edge block no more than 6 inch from corners.B. Rest glazing on setting blocks and push against fixed stop with sufficient pressure on gasket to
attain full contact.C. Install removable stops without displacing glazing gasket; exert pressure for full continuous
contact.3.04 CLEANING
A. Remove glazing materials from finish surfaces.B. Remove labels after Work is complete.C. Clean glass and adjacent surfaces.
3.05 PROTECTIONA. After installation, mark pane with an 'X' by using removable plastic tape or paste; do not mark
heat absorbing or reflective glass units.END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
09 3000 - 1 TILING
SECTION 09 3000TILING
PART 1 GENERAL1.01 SECTION INCLUDES
A. Tile for floor applications.B. Tile for wall applications.C. Tile for counters.D. Ceramic accessories.E. Ceramic trim.
1.02 RELATED REQUIREMENTSA. Section 07 9005 - Joint Sealers: Sealing joints between tile work and adjacent construction and
fixtures.B. Section 22 4000 - Plumbing Fixtures:
1.03 REFERENCE STANDARDSA. ANSI A108/A118/A136.1 - American National Standard Specifications for the Installation of
Ceramic Tile (Compendium); 2013.1.1. ANSI A108.1a - American National Standard Specifications for Installation of Ceramic Tile
in the Wet-Set Method, with Portland Cement Mortar; 2014.2. ANSI A108.1b - American National Standard Specifications for Installation of Ceramic Tile
on a Cured Portland Cement Mortar Setting Bed with Dry-Set or Latex-Portland CementMortar; 1999 (Reaffirmed 2010).
3. ANSI A108.1c - Specifications for Contractors Option: Installation of Ceramic Tile in theWet-Set Method with Portland Cement Mortar or Installation of Ceramic Tile on a CuredPortland Cement Mortar Bed with Dry-Set or Latex-Portland Cement; 1999 (Reaffirmed2010).
4. ANSI A108.4 - American National Standard Specifications for Installation of Ceramic Tilewith Organic Adhesives or Water Cleanable Tile-Setting Epoxy Adhesive; 2009 (Revised).
5. ANSI A108.5 - American National Standard Specifications for Installation of Ceramic Tilewith Dry-Set Portland Cement Mortar or Latex-Portland Cement Mortar; 1999 (Reaffirmed2010).
6. ANSI A108.6 - American National Standard Specifications for Installation of Ceramic Tilewith Chemical Resistant, Water Cleanable Tile-Setting and -Grouting Epoxy; 1999(Reaffirmed 2010).
7. ANSI A108.8 - American National Standard Specifications for Installation of Ceramic Tilewith Chemical Resistant Furan Resin Mortar and Grout; 1999 (Reaffirmed 2010).
8. ANSI A108.9 - American National Standard Specifications for Installation of Ceramic Tilewith Modified Epoxy Emulsion Mortar/Grout; 1999 (Reaffirmed 2010).
9. ANSI A108.10 - American National Standard Specifications for Installation of Grout inTilework; 1999 (Reaffirmed 2010).
10. ANSI A118.1 - American National Standard Specifications for Dry-Set Cement Mortar;2012 (Revised).
11. ANSI A118.3 - American National Standard Specifications for Chemical Resistant, WaterCleanable Tile-Setting and -Grouting Epoxy and Water Cleanable Tile-Setting EpoxyAdhesive; 2013 (Revised).
12. ANSI A118.4 - American National Standard Specifications for Modified Dry-Set CementMortar; 2012 (Revised).
13. ANSI A118.6 - American National Standard Specifications for Standard Cement Grouts forTile Installation; 2010 (Revised).
14. ANSI A118.7 - American National Standard Specifications for High Performance CementGrouts for Tile Installation; 2010 (Revised).
B. TCNA (HB) - Handbook for Ceramic, Glass, and Stone Tile Installation; 2015.
09 3000 - 2 TILING
1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Provide manufacturers' data sheets on tile, mortar, grout, and accessories.
Include instructions for using grouts and adhesives.C. Maintenance Data: Include recommended cleaning methods, cleaning materials, and stain
removal methods.D. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. Extra Tile: 2 percent of each size, color, and surface finish combination, but not less than4 sf of each type.
1.05 QUALITY ASSURANCEA. Maintain one copy of and ANSI A108/A118/A136.1 and TCNA (HB) on site.
1.06 DELIVERY, STORAGE, AND HANDLINGA. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions.
1.07 FIELD CONDITIONSA. Do not install solvent-based products in an unventilated environment.B. Maintain ambient and substrate temperature of 50 degrees F during installation of mortar
materials.PART 2 PRODUCTS2.01 TILE
A. Manufacturers: All products by the same manufacturer.1. American Olean Corporation: www.americanolean.com.2. Dal-Tile Corporation: www.daltile.com.3. Summitville Tiles, Inc: www.summitville.com.4. Substitutions: See Section 01630 - Substitutions and Product Options.
B. Wall TileC. Glazed Wall Tile : ANSI A137.1, and as follows:
1. Moisture Absorption: 3.0 to 7.0 percent.2. Size and Shape: 4 1/4 x 8 1/2 inches.3. Edges: Cushioned.4. Surface Finish: SemiGloss.5. Colors: Single color as selected by Architect and approved by Owner from Manufacturer's
full range.6. Pattern/Layout: brick.7. Trim Units: Matching bead, bullnose, cove, and base shapes in sizes coordinated with
field tile.D. Floor & base TileE. Ceramic Mosaic Tile: ANSI A137.1 , and as follows:
1. Moisture Absorption: 0 to 0.5 percent.2. Size and Shape: 1 inch square.3. Edges: Cushioned.4. Surface Finish: Unglazed.5. Colors: To be selected from manufacturer's standard range, color codes (1, 2, or 3).6. Pattern: 3 Colors total. Random Pattern.7. Mounted Sheet Size: 12 x 24 inches.
a. Layout as indicated in drawings, tile to rise the wall as base.2.02 TRIM AND ACCESSORIES
A. Ceramic Accessories: matching the adjacent finish, same color and finish as adjacent field tile;same manufacturer as tile.
09 3000 - 3 TILING
B. Ceramic Trim: Matching bullnose, double bullnose, cove base, and cove ceramic shapes insizes coordinated with field tile.1. Applications:
a. Open Edges: Bullnose.b. Inside Corners: Jointed.c. Outside Corners: Bullnose.d. Floor to Wall Joints: Cove base.
2. Manufacturers: Same as for tile.2.03 SETTING MATERIALS2.04 ADHESIVE MATERIALS
A. Manufacturers: (to meet tile manufacturer's requirements)1. Bonsal: www.bonsal.com.2. Bostik Inc: www.bostik-us.com.3. Mapei Corporation: www.mapei.com.4. Substitutions: See Section 01630 - Substitutions and Product Options.
B. Epoxy Adhesive: ANSI A118.3, thinset bond type.2.05 MORTAR MATERIALS
A. Manufacturers: (to meet tile manufacturer's requirements)1. Bonsal: www.bonsal.com.2. Bostik Inc: www.bostik-us.com.3. Custom Building Products: www.custombuildingproducts.com.4. Substitutions: See Section 01630 - Substitutions and Product Options.
B. Mortar Bed Materials: Portland cement, sand, latex additive and water.C. Mortar Bond Coat Materials:
1. Dry-Set Portland Cement type: ANSI A118.1.2. Latex-Portland Cement type: ANSI A118.4.
2.06 GROUTSA. Manufacturers:
1. Bonsal: www.bonsal.com.2. Bostik Inc: www.bostik-us.com.3. Custom Building Products: www.custombuildingproducts.com.4. Substitutions: See Section 01630 - Substitutions and Product Options.
B. Standard Grout: Any type specified in ANSI A118.6 or A118.7.PART 3 EXECUTION3.01 EXAMINATION
A. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work,are dust-free, and are ready to receive tile.
B. Verify that required floor-mounted utilities are in correct location.3.02 PREPARATION
A. Protect surrounding work from damage.B. Vacuum clean surfaces and damp clean.C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable
flatness tolerances.D. Prepare substrate surfaces for adhesive installation in accordance with adhesive manufacturer's
instructions.
09 3000 - 4 TILING
3.03 INSTALLATION - GENERALA. Install tile and grout in accordance with applicable requirements of ANSI A108.1 through
A108.13, manufacturer's instructions, and The Tile Council of North America Handbookrecommendations.
B. Install in accordance with Tile Council of North America Handbook F122-07 and EJ171Expansion Joint and Primeter Joint.
C. Lay tile to pattern indicated. Do not interrupt tile pattern through openings, provide Expansionjoint at joint to dissimilar materials.
D. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form corners and basesneatly. Align floor joints.
E. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make groutjoints without voids, cracks, excess mortar or excess grout, or too little grout.
F. Form internal angles square and external angles bullnosed.G. Sound tile after setting. Replace hollow sounding units.H. Keep control and expansion joints free of mortar, grout, and adhesive.I. Prior to grouting, allow installation to completely cure; minimum of 48 hours.J. Grout tile joints unless otherwise indicated. Use standard grout unless otherwise indicated.K. At changes in plane and tile-to-tile control joints, use tile sealant instead of grout, with either
bond breaker tape or backer rod as appropriate to prevent three-sided bonding.L. Apply sealant to junction of tile and dissimilar materials and junction of dissimilar planes.
3.04 INSTALLATION - FLOORS - THIN-SET METHODSA. Over interior concrete substrates, install in accordance with TCA Handbook Method F113,
dry-set or latex-portland cement bond coat, with standard grout, unless otherwise indicated.3.05 INSTALLATION - WALL TILE
A. Over cementitious backer units on studs, install in accordance with TCNA (HB) Method W244,using membrane at toilet rooms.
B. Over interior concrete and masonry install in accordance with TCA Handbook Method W202,thin-set with dry-set or latex-portland cement bond coat.
3.06 CLEANINGA. Clean tile and grout surfaces.
3.07 PROTECTIONA. Do not permit traffic over finished floor surface for 4 days after installation.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
09 6340 - 1 STONE FLOORING
SECTION 09 6340STONE FLOORING
PART 1 GENERAL1.01 SECTION INCLUDES
A. Stone on stair treads.B. Thresholds.
1.02 RELATED REQUIREMENTSA. Section 07 9005 - Joint Sealers: Sealing joints between stone flooring work and adjacent
construction and fixtures.1.03 REFERENCE STANDARDS
A. ANSI A108/A118/A136.1 - American National Standard Specifications for the Installation ofCeramic Tile (Compendium); 2013.1.
B. ASTM C503/C503M - Standard Specification for Marble Dimension Stone; 2010.C. ASTM C629/C629M - Standard Specification for Slate Dimension Stone; 2010.D. TCNA (HB) - Handbook for Ceramic, Glass, and Stone Tile Installation; 2015.
1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Provide instructions for using grout.C. Samples: Submit two samples of slate, 12x12 inches in size illistrating slate finish and color.D. Samples: Submit sample of colored grout.E. Samples: Submit stone samples for sealant compatibility testing.F. Maintenance Data: Include recommended cleaning methods, cleaning materials, stain removal
methods, and polishes and waxes.G. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. See Section 01 6000 - Product Requirements, for additional provisions.1.05 QUALITY ASSURANCE
A. Perform work in accordance with TCNA (HB) instructions for methods specified.B. Installer Qualifications: Company specializing in performing work of the type specified and with
at least three years of documented experience.PART 2 PRODUCTS2.01 STONE
A. Marble: Free of defects detrimental to appearance or durability; ASTM C503/C503M,Classification I - Calcite:1. Unit Size: Thresholds: as indicated on drawings.2. Thickness: As indicated on drawings.3. Color: white.4. Surface Finish: Polished.
B. Slate: Free of defects detrimental to appearance or durability; ASTM C629/C629, ClassificationII - Interior:1. Unit Size: matching existing profile, overhang, and thickness exactly.2. Color: match existing.3. Surface Finish: match existing.
2.02 SETTING AND GROUTING MATERIALSA. Provide setting and grout materials from same manufacturer.B. Manufacturers:
09 6340 - 2 STONE FLOORING
1. Bostik Inc: www.bostik-us.com.2. Mapei Corporation: www.mapei.com.3. LATICRETE International, Inc: www.laticrete.com.
2.03 ACCESSORIESA. Cleavage Membrane: No.15 asphalt saturated felt.B. Cleaner: Type not harmful to stone, joint materials, or adjacent surfaces; recommended by
stone producer and grout manufacturer.C. Sealer: Colorless, slip and stain resistant type that will not detrimentally affect stone and
adjacent work.2.04 FABRICATIONPART 3 EXECUTION3.01 EXAMINATION
A. Verify that surfaces are ready to receive this work.3.02 PREPARATION
A. Vacuum clean substrate surfaces; damp clean stone.B. Clean stone prior to installation, with edges and surfaces free of dirt or foreign material.C. Do not use wire brushes or implements that mark or damage exposed surfaces.
3.03 INSTALLATION - GENERALA. Lay stone units to pattern indicated, and do not interrupt pattern through openings.B. Cut and fit stone units tightly to penetrations, leaving sealant joint space. Ensure finish trim will
cover cut edges. Form corners and bases neatly. Align floor and base joints.C. Maintain uniform joint width subject to variance in tolerance allowed in stone unit size. Make
joints watertight, without voids, cracks, excess mortar or excess grout.D. Maintain joint width of 1/4 inch where abutting vertical surfaces or protrusions.E. Sound test the units after setting. Replace hollow sounding units.F. Keep expansion and control joints free of mortar or grout. Apply sealant to joints.G. Grout joints. Pack and work grout into voids. Neatly tool to flush surface.
3.04 CLEANINGA. Clean stone and grout surfaces with cleaner; seal with sealer.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
09 9000 - 1 PAINTING ANDCOATING
SECTION 09 9000PAINTING AND COATING
PART 1 GENERAL1.01 SECTION INCLUDES
A. Surface preparation.B. Field application of paints, stains, and other coatings.C. Materials for backpriming woodwork.D. Scope: Finish interior and exterior surfaces in areas of work, unless fully factory-finished and
unless otherwise indicated, including the following:1. Exposed surfaces of steel lintels and ledge angles.2. Prime surfaces to receive wall coverings.
E. Do Not Paint or Finish the Following Items:1. Items fully factory-finished unless specifically so indicated; materials and products having
factory-applied primers are not considered factory finished.2. Items indicated to receive other finishes.3. Items indicated to remain unfinished.4. Fire rating labels, equipment serial number and capacity labels, and operating parts of
equipment.5. Non-metallic roofing and flashing.6. Stainless steel, anodized aluminum, bronze, terne, and lead items.7. Marble, granite, slate, and other natural stones.8. Floors, unless specifically so indicated.9. Ceramic and other tiles.10. Brick, architectural concrete, cast stone, integrally colored plaster and stucco.11. Glass.12. Concealed pipes, ducts, and conduits.13. Clarify with Architect prior to proceeding if unsure of item(s) to receive paint.
1.02 RELATED REQUIREMENTSA. Section 02 2140 - Restoration and Renovation Requirements:
1.03 REFERENCE STANDARDSA. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for
Architectural Coatings; U.S. Environmental Protection Agency; current edition.B. ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications;
2014.C. ASTM D4442 - Standard Test Methods for Direct Moisture Content Measurement of Wood and
Wood-Base Materials; 2007.1.04 DEFINITIONS
A. Conform to ASTM D 16 for interpretation of terms used in this section.1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Provide data on all finishing products, including VOC content.C. Samples: Submit two paper chip samples, 12 x 12 inch in size illustrating range of colors
available for each surface finishing product scheduled.D. Maintenance Data: Submit data on cleaning, touch-up, and repair of painted and coated
surfaces.E. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. Extra Paint and Coatings: 1 gallon of each color and type; store where directed.2. Label each container with color and type in addition to the manufacturer's label.
09 9000 - 2 PAINTING AND COATING
1.06 QUALITY ASSURANCEA. Manufacturer Qualifications: Company specializing in manufacturing the products specified,
with minimum three years documented experience.B. Applicator Qualifications: Company specializing in performing the type of work specified with
minimum 5 years experience.1.07 MOCK-UP
A. Provide area of finished wall and components, minimum of 5 feet x 5 feet in size for each finishtype and colors selected for approval by Architect prior to proceeding with finish applications.
B. Provide door and frame assembly illustrating paint coating color, texture, and finish.C. Locate where directed.D. Mock-up may remain as part of the work.
1.08 DELIVERY, STORAGE, AND HANDLINGA. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand
code, coverage, surface preparation, drying time, cleanup requirements, color designation, andinstructions for mixing and reducing.
C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90degrees F, in ventilated area, and as required by manufacturer's instructions.
1.09 FIELD CONDITIONSA. Do not apply materials when surface and ambient temperatures are outside the temperature
ranges required by the paint product manufacturer.B. Follow manufacturer's recommended procedures for producing best results, including testing of
substrates, moisture in substrates, and humidity and temperature limitations.C. Do not apply exterior coatings during rain or snow, or when relative humidity is outside the
humidity ranges required by the paint product manufacturer.D. Provide lighting level of 80 ft candles measured mid-height at substrate surface.
PART 2 PRODUCTS2.01 MANUFACTURERS
A. Provide all paint and coating products used in any individual system from the samemanufacturer; no exceptions.
B. Provide all paint and coating products from the same manufacturer to the greatest extentpossible.
C. Paints and Primers:1. Glidden Professional: www.gliddenprofessional.com.2. Benjamin Moore & Co: www.benjaminmoore.com.3. Pratt & Lambert4. Sherwin Williams: www.sherwin-williams.com5. PPG Paints: www.ppgpaints.com.
D. Transparent Finishes:1. Base Manufacturer: See Section 09 9300.
E. Substitutions: See Section 01 6000 - Product Requirements.2.02 PAINTS AND COATINGS - GENERAL
A. Paints and Coatings: Ready mixed, unless intended to be a field-catalyzed coating.1. Provide paints and coatings of a soft paste consistency, capable of being readily and
uniformly dispersed to a homogeneous coating, with good flow and brushing properties,and capable of drying or curing free of streaks or sags.
09 9000 - 3 PAINTING AND COATING
2. Supply each coating material in quantity required to complete entire project's work from asingle production run.
3. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedureis specifically described in manufacturer's product instructions.
B. Primers: As follows unless other primer is required or recommended by manufacturer of topcoats; where the manufacturer offers options on primers for a particular substrate, use primercategorized as "best" by the manufacturer.
C. Colors: To be selected from manufacturer's full range of available colors.1. Selection to be made by Architect after award of contract.2. Allow for minimum of 2 colors for each system, unless otherwise indicated, without
additional cost to Owner.a. Interior Gypsum Board and Plaster walls: 3 colors.
3. Extend colors to surface edges; colors may change at any edge as directed by Architect.4. In finished areas, finish pipes, ducts, conduit, and equipment the same color as the
wall/ceiling they are mounted on/under.2.03 STAINS AND TRANSPARENT FINISH SYSTEMS - SEE SECTION 09 93002.04 PAINT SYSTEMS - EXTERIOR
A. Paint WE-OP-3L - Wood, Opaque, Latex, 3 Coat:1. One coat of latex primer sealer.2. Satin: Two coats of latex enamel. Sherwin Williams - Duration (K33 Series).
a. Other acceptable manufacturers:1) Pittsburgh Paint Company: 73-410 Manor Hall Timeless.2) Glidden: 1580 Dulux Weatherguard.3) Substitutions: See Section 01630 - Substitutions and Product Options.
B. Paint ME-OP-2A - Ferrous Metals, Primed, Alkyd, 2 Coat:1. Touch-up with rust-inhibitive primer recommended by top coat manufacturer.2. Semi-gloss: Two coats of alkyd enamel.
C. Paint MgE-OP-3A - Galvanized Metals, Alkyd, 3 Coat:1. One coat galvanize primer.2. Semi-gloss: Two coats of alkyd enamel.
2.05 PAINT SYSTEMS - INTERIORA. Paint WI-OP-3L - Wood, Opaque, Latex, 3 Coat:
1. One coat of latex primer sealer.2. Satin: Two coats of latex enamel.
B. Paint MI-OP-2L - Ferrous Metals, Primed, Latex, 2 Coat:1. Touch-up with latex primer.2. Semi-gloss: Two coats of latex enamel.
C. Paint GI-OP-3L - Gypsum Board/Plaster, Latex, 3 Coat:1. One coat of alkyd primer sealer.2. Eggshell: Two coats of latex enamel.
2.06 ACCESSORY MATERIALSA. Accessory Materials: Provide all primers, sealers, cleaning agents, cleaning cloths, sanding
materials, and clean-up materials required to achieve the finishes specified whether specificallyindicated or not; commercial quality.
B. Patching Material: Latex filler.C. Fastener Head Cover Material: Latex filler.
PART 3 EXECUTION3.01 EXAMINATION
A. Do not begin application of coatings until substrates have been properly prepared.
09 9000 - 4 PAINTING AND COATING
B. Verify that surfaces are ready to receive work as instructed by the product manufacturer.C. Examine surfaces scheduled to be finished prior to commencement of work. Report any
condition that may potentially affect proper application.D. Test shop-applied primer for compatibility with subsequent cover materials.E. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes
unless moisture content of surfaces are below the following maximums:1. Gypsum Wallboard: 12 percent.2. Plaster and Stucco: 12 percent.3. Masonry, Concrete, and Concrete Unit Masonry: 12 percent.4. Interior Wood: 15 percent, measured in accordance with ASTM D4442.5. Exterior Wood: 15 percent, measured in accordance with ASTM D4442.
3.02 PREPARATIONA. Clean surfaces thoroughly and correct defects prior to coating application.B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best
result for the substrate under the project conditions.C. Remove or repair existing coatings that exhibit surface defects.D. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim,
escutcheons, and fittings, prior to preparing surfaces or finishing.E. Seal surfaces that might cause bleed through or staining of topcoat.F. Remove mildew from impervious surfaces by scrubbing with solution of tetra-sodium phosphate
and bleach. Rinse with clean water and allow surface to dry.G. Concrete and Unit Masonry Surfaces to be Painted: Remove dirt, loose mortar, scale, salt or
alkali powder, and other foreign matter. Remove oil and grease with a solution of tri-sodiumphosphate; rinse well and allow to dry. Remove stains caused by weathering of corrodingmetals with a solution of sodium metasilicate after thoroughly wetting with water. Allow to dry.
H. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot primedefects after repair.
I. Plaster Surfaces to be Painted: Fill hairline cracks, small holes, and imperfections with latexpatching plaster. Make smooth and flush with adjacent surfaces. Wash and neutralize highalkali surfaces.
J. See Section 01940 - Restoration and Renovation Techniques, for additional plaster restorationinformation.
K. Galvanized Surfaces to be Painted: Remove surface contamination and oils and wash withsolvent. Apply coat of etching primer.
L. Corroded Steel and Iron Surfaces to be Painted: Prepare using at least SSPC-SP 2 (hand toolcleaning) or SSPC-SP 3 (power tool cleaning) followed by SSPC-SP 1 (solvent cleaning).
M. Uncorroded Uncoated Steel and Iron Surfaces to be Painted: Remove grease, mill scale, weldsplatter, dirt, and rust. Where heavy coatings of scale are evident, remove by hand or powertool wire brushing or sandblasting; clean by washing with solvent. Apply a treatment ofphosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Prime paintentire surface; spot prime after repairs.
N. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primerand rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces withsolvent. Prime bare steel surfaces.
O. Interior Wood Surfaces to Receive Opaque Finish: Wipe off dust and grit prior to priming. Sealknots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer hasdried; sand between coats. Back prime concealed surfaces before installation.
P. Interior Wood Surfaces to Receive Transparent Finish: Wipe off dust and grit prior to sealing,seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after sealer
09 9000 - 5 PAINTING AND COATING
has dried; sand lightly between coats. Prime concealed surfaces with gloss varnish reduced 25percent with thinner.
Q. Exterior Wood Surfaces to Receive Opaque Finish: Remove dust, grit, and foreign matter. Seal knots, pitch streaks, and sappy sections. Fill nail holes with tinted exterior calkingcompound after prime coat has been applied. Back prime concealed surfaces beforeinstallation.
R. Wood Doors to be Field-Finished: Seal wood door top and bottom edge surfaces with clearsealer.
S. Metal Doors to be Painted: Prime metal door top and bottom edge surfaces.3.03 APPLICATION
A. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electricalcomponents and paint separately.
B. Exterior Wood to Receive Opaque Finish: If final painting must be delayed more than 2 weeksafter installation of woodwork, apply primer within 2 weeks and final coating within 4 weeks.
C. Apply products in accordance with manufacturer's instructions.D. Where adjacent sealant is to be painted, do not apply finish coats until sealant is applied.E. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is
applied.F. Apply each coat to uniform appearance.G. Dark Colors and Deep Clear Colors: Regardless of number of coats specified, apply as many
coats as necessary for complete hide.H. Sand wood and metal surfaces lightly between coats to achieve required finish.I. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior
to applying next coat.J. Wood to Receive Transparent Finishes: Tint fillers to match wood. Work fillers into the grain
before set. Wipe excess from surface.K. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed
prior to finishing.3.04 CLEANING
A. Collect waste material that could constitute a fire hazard, place in closed metal containers, andremove daily from site.
3.05 PROTECTIONA. Protect finished coatings until completion of project.B. Touch-up damaged coatings after Substantial Completion.
3.06 SCHEDULE - COLORSA. 4 colors minimum - See drawings for additional information and color schedule
END OF SECTION
Hinds County Courthouse, Raymond, MS2015 CDBG Public Facilities ADA Renovation
PAVEMENT MARKING 09 91 20 - 1
SECTION 09 9120 - PAVEMENT MARKING PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes painting of concrete floor surfaces inside the parking structure to include
the following:
1. Parking Striping. 2. Traffic Arrows.
3. Accessibility International Symbol.
B. Related Sections include the following: 1. Division 3 Section “Cast-in-place Concrete.”
1.3 SUBMITTALS
A. Product Data: For each type of product.
B. Provide manufacturer's technical information and instructions for handling, storing and applying materials proposed for use.
1.4 QUALITY ASSURANCE
A. Verify compatibility of pavement marking paint with all sealers, sealants, traffic coatings and other materials of the surface to be painted.
1.5 WARRANTY
A. The installer shall furnish a written performance warranty that the pavement marking system provided shall be free of defects related to workmanship or material deficiency for a warranty period of one [1] year. The following conditions shall be specifically covered under the warranty:
1. Cohesive or adhesive failure of materials. 2. Weathering deficiencies resulting in failure of the system to provide its intended function. 3. Abrasion or tear failure of the system resulting from normal traffic use. Abrasive
maintenance equipment is not normal traffic use and related problems are exempt from the warranty.
Hinds County Courthouse, Raymond, MS2015 CDBG Public Facilities ADA Renovation
PAVEMENT MARKING 09 91 20 - 2
PART 2 PRODUCTS 2.1 MATERIALS
A. Paint shall meet the requirements of Federal Specifications TT-P-115F, Type I classification. Paint shall be manufactured from first grade materials and shall be free from defects that would affect the service use of the paint.
B. Color of paint shall be as indicated on the drawings. Without glass beads, daylight directional
reflectance shall not be less that 82% in accordance with Federal Test Method Standard 141a, Method 6121.
C. Subject to compliance with requirements, provide products of one of the following: 1. “Pro-Mar B29W1” White, “Pro-Mar B29Y2” Yellow, Sherwin-Williams Corporation. 2. "G2-408 Heavy White/Yellow Traffic Paints", RAE Products & Chemical Corporation. 3. "Traffic Line Paints No. 381.00 White/Yellow, Fuller O-Brien. 4. "Traffic Line 44201 White/Yellow, Devoe & Reynolds Company. D. Accessibility International Symbol character shall follow proportions as specified in ANSI
A117.1-1986.
E. Minimum coating thickness: Apply two coats. Each coat shall be minimum 12 mils wet thickness.
PART 3 EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions under which painting will be performed for compliance with
paint application requirements. Surfaces must be thoroughly dry before paint is applied. 1. Do not begin to apply paint until unsatisfactory conditions have been corrected. 2. Start of painting will be construed as the Applicator's acceptance of surfaces and
conditions within a particular area. B. Coordination of Work: Review other Sections in which surface treatments are provided to
ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers.
1. Notify the Architect of anticipated problems using the materials specified over substrates. 3.2 PREPARATION A. General: Striping shall not be placed until full cure of concrete sealer (generally, 14 days @ 70
degrees or higher) or bituminous pavement (generally, 30 days @ 45 degrees or higher) has been obtained.
Hinds County Courthouse, Raymond, MS2015 CDBG Public Facilities ADA Renovation
PAVEMENT MARKING 09 91 20 - 3
B. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances that could impair the bond of the various coatings. Remove oil and grease prior to cleaning. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces.
C. Surface Preparation: Clean and prepare surfaces to be painted according to the manufacturer's
instructions for each particular substrate condition and as specified. 3.3 APPLICATION A. Apply paint according to manufacturer's directions. Use applicators and techniques best suited
for substrate and type of material being applied. B. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental
to formation of a durable paint film. C. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators
according to the manufacturer's directions. D. Minimum Coating Thickness: 12 mils wet thickness. Apply two [2] coats. E. Lay out all striping in accordance with the dimensions and details shown on the Drawings.
Before starting, notify Architect of any discrepancies or interferences for actual field conditions. Contractor shall be responsible for removing paint and repainting any incorrect markings that would have been corrected by such notification.
3.4 FIELD QUALITY CONTROL A. The Owner reserves the right to invoke the following test procedure at any time and as often as
the Owner deems necessary during the period when paint is being applied: 1. The Owner will engage the services of an independent testing agency to sample the paint
material being used. Samples of material delivered to the Project will be taken, identified, sealed, and certified in the presence of the Contractor.
2. The testing agency will perform appropriate tests for the following characteristics as required by the Owner:
a. Quantitative materials analysis. b. Apparent reflectivity. c. Washability. d. Accelerated weathering. e. Dry opacity. f. Color retention. 3. If test results show material being used does not comply with specified requirements, the
Contractor may be directed to stop painting, remove noncomplying paint, pay for testing, repaint surfaces coated with rejected paint, and remove rejected paint from previously painted surfaces if, upon repainting with specified paint, the two coatings are incompatible.
3.5 CLEANING
Hinds County Courthouse, Raymond, MS2015 CDBG Public Facilities ADA Renovation
PAVEMENT MARKING 09 91 20 - 4
A. Cleanup: At the end of each work day, remove empty cans, rags, rubbish, and other discarded paint materials from the site.
1. After completing painting, clean all adjacent paint-spattered surfaces. Remove spattered
paint by washing and scraping. Be careful not to scratch or damage adjacent finished surfaces.
3.6 PROTECTION A. Protect work of other trades, whether being painted or not, against damage by painting. Correct
damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect. B. Provide "Wet Paint" signs to protect newly painted finishes. END OF SECTION 099120
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
09 9300 - 1 STAINING ANDTRANSPARENT FINISHING
SECTION 09 9300STAINING AND TRANSPARENT FINISHING
PART 1 GENERAL1.01 SUMMARY
A. Transparent wood finish systems for field application.B. Additional product requirements, execution, and surfaces not to be finished are specified in
Section 09 9000.PART 2 PRODUCTS2.01 MANUFACTURERS
A. Base Manufacturer:1. Pratt & Lambert Paints: www.prattandlambert.com.2. Products of other manufacturers may be used under conditions specified in Section 09
9000.B. Sanding Sealers: Where the manufacturer offers options on primers for a particular substrate,
use primer categorized as "best" by the manufacturer.2.02 INTERIOR TRANSPARENT FINISH SYSTEMS
A. Interior Wood - Oil Stain with Clear Finish: For all interior wood items unless otherwiseindicated1. Preparation as specified by manufacturer.2. Open-Grained Wood: Fill and stain simultaneously with filler mixture as specified by
manufacturer, using Tonetic Oil Wood Stain.3. Close-Grained Wood: 1 coat Tonetic Oil Wood Stain.4. 1 coat Sanding Sealer recommended by manufacturer.5. Satin : 2 coats Varmor Clear Urethane Finish.
PART 3 EXECUTION (SEE SECTION 09 9000)END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
10 1400 - 1 SIGNAGE
SECTION 10 1400SIGNAGE
PART 1 GENERAL1.01 SECTION INCLUDES
A. Room and door signs.B. Interior directional and informational signs.C. Emergency evacuation maps.D. Bronze Project PlaqueE. Traffic signs.
1.02 REFERENCE STANDARDSA. 36 CFR 1191 - Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and
Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines; current edition.B. ICC A117.1 - Accessible and Usable Buildings and Facilities; 2009.C. ATBCB ADAAG - Americans with Disabilities Act Accessibility Guidelines; 2002.
1.03 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Manufacturer's printed product literature for each type of sign, indicating sign
styles, font, foreground and background colors, locations, overall dimensions of each sign.C. Signage Schedule: Provide information sufficient to completely define each sign for fabrication,
including room number, room name, other text to be applied, sign and letter sizes, fonts, andcolors.1. When room numbers to appear on signs differ from those on the drawings, include the
drawing room number on schedule.2. When content of signs is indicated to be determined later, request such information from
Owner through Architect at least 2 months prior to start of fabrication; upon request,submit preliminary schedule.
3. Submit for approval by Mississippi School of the Arts and Belinda Stewart Architects, P.A.prior to fabrication.
D. Samples: Submit two samples of each type of sign, of size similar to that required for project,illustrating sign style, font, and method of attachment.
E. Verification Samples: Submit samples showing colors specified.1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified inthis section with minimum three years of documented experience.
1.05 DELIVERY, STORAGE, AND HANDLINGA. Package signs as required to prevent damage before installation.B. Package room and door signs in sequential order of installation, labeled by floor or building.
1.06 FIELD CONDITIONSA. Maintain manufacturers recommended ambient temperature during and after installation of
signs.PART 2 PRODUCTS2.01 MANUFACTURERS
A. Flat Signs:1. Best Sign Systems, Inc: www.bestsigns.com.2. Mohawk Sign Systems, Inc: www.mohawksign.com.3. Innerface Sign Systems, Inc.
10 1400 - 2 SIGNAGE
4. Substitutions: See Section 01 6000 - Product Requirements.B. Plaques:
1. Gemini Inc.: www.geminiplaques.com.2. Metal Arts: www.metalarts.net.3. Franklin Bronze Plaques: www.franklinbronzeplaques.com.4. Substitutions: See Section 01 6000 - Product Requirements.
C. Photoluminescent Marking and Signage:1. Ecoglo, Inc: www.us.ecoglo.com.2. Substitutions: See Section 01 6000 - Product Requirements.
2.02 SIGNAGE APPLICATIONSA. Accessibility Compliance: All signs are required to comply with ADAAG and ANSI/ICC A 117.1
and applicable building codes, unless otherwise indicated; in the event of conflictingrequirements, comply with the most comprehensive and specific requirements.
B. Message/Identification Signs:1. Sign material shall consist of clear acrylic, approximately 1/8" thick. Unframed perimeter.
a. Characters shall be white.b. Background Color: Brown.
2. Characters and background shall have smooth matte finish.3. Edges shall be smoothly finished with square corners.
C. Text and Lettering:1. Tactile characters/symbols shall be raised 1/32" from sign plate face. Signs shall be of
one-piece construction.2. Text shall be accompanied by Grade 2 Braille.3. Lettering style shall be Futura MD BT. Upper and Lower Case.
D. Characters shall be 3/4" high.1. For bidding purposes, figure each sign to have a total of four (4) numbers and ten (10)
letters.E. Signs shall square/rectangular in shape and shall square corners.F. Size:
1. Type I: Room Identification: Room number and Function shall be 6" x 9". 6 Total.2. Type II: Restrooms: 6" x 9". 4 Total3. Type III: Evacuation: 10" x 18". 10 Total.4. Type IV: Stair Identification: 9" x 9". 3 Total.
G. Attachments: Exposed Stand off Mounting Screws/Fasteners to provide sign plate offset fromwall face.
H. Emergency Evacuation Maps: 1. Allow for one map per elevator lobby.2. Map content to be provided by Owner.
2.03 PLAQUESA. Cast Metal Plaques:
1. Size: 8 inches wide x 12 inches high.2. Material: Bronze casting of alloy and tempered as recommended by Manufacturer for cast
process used for finish indicated.3. Text and Lettering: As selected from manufacturer's full range and as approved by
Architect and Using Agency. Refer to Cover sheet of drawings for more information.4. Attachments: Masonry Anchors with tamperproof screws.
2.04 ACCESSORIESA. Concealed Screws: Stainless steel, galvanized steel, chrome plated, or other non-corroding
metal.
10 1400 - 3 SIGNAGE
B. Exposed Stand off Mounting Screws/Fasteners: Paint/coated finish - black - fasteners toprovide standoff /offset from wall face.
PART 3 EXECUTION3.01 EXAMINATION
A. Verify that substrate surfaces are ready to receive work.3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions.B. Install neatly, with horizontal edges level.C. Locate signs where indicated:
1. Room and Door Signs: Locate on wall at latch side of door with centerline of sign at 60inches above finished floor.
2. If no location is indicated, obtain mounting location and height from Architect prior toinstallation.
D. Install plaque with concealed studs.E. Protect from damage until Substantial Completion; repair or replace damaged items.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
10 2113.16 - 1PLASTIC-LAMINATE-CLAD TOILET COMPARTMENTS
SECTION 10 2113.16PLASTIC-LAMINATE-CLAD TOILET COMPARTMENTS
PART 1 GENERAL1.01 SECTION INCLUDES
A. Plastic laminate toilet compartments.B. Urinal screens.
1.02 RELATED REQUIREMENTSA. Section 06 1000 - Rough Carpentry: Blocking and supports.B. Section 10 2800 - Toilet, Bath, and Laundry Accessories.
1.03 REFERENCE STANDARDSA. ANSI A208.1 - American National Standard for Particleboard; 2009.B. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel
Sheet, Strip, Plate, and Flat Bar; 2015.C. NEMA LD 3 - High-Pressure Decorative Laminates; 2005.
1.04 ADMINISTRATIVE REQUIREMENTSA. Coordination: Coordinate the work with placement of support framing and anchors in walls and
ceilings.1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Shop Drawings: Indicate partition plan, elevation views, dimensions, details of wall, floor, and
ceiling supports, door swings.C. Product Data: Provide data on panel construction, hardware, and accessories.D. Samples: Submit two samples of partition panels, 6 x 6 inch in size illustrating panel finish,
color, and sheen.E. Manufacturer's Installation Instructions: Indicate special procedures.
PART 2 PRODUCTS2.01 MANUFACTURERS
A. Plastic Laminate Toilet Compartments:1. General Partitions Mfg. Corp: www.generalpartitions.com.2. Global Steel Products Corp: www.globalpartitions.com.3. Substitutions: Section 01 6000 - Product Requirements.
2.02 MATERIALSA. Particleboard for Core: ANSI A208.1; composed of wood chips, sawdust or flakes, made with
waterproof resin binder; of grade to suit application; sanded faces.B. Plastic Laminate: NEMA LD 3, HGS.
2.03 COMPONENTSA. Toilet Compartments: Plastic laminate finished, floor-to-ceiling.B. Doors, Panels, and Pilasters: Plastic laminate adhesive and pressure bonded to faces and
edges of particleboard core, with beveled corners and edges; edges of cut-outs sealed.1. Reinforce pilasters and panels with steel plate sandwiched in particleboard core at
attachment points. Router cut openings as required.2. Plastic Laminate Color: Single color as selected, textured, low gloss finish.
C. Door and Panel Dimensions:1. Thickness: 1 inch.2. Door Width: 24 inch.
10 2113.16 - 2 PLASTIC-LAMINATE-CLAD TOILETCOMPARTMENTS
3. Door Width for Handicapped Use: 36 inch, out-swinging.4. Height: 58 inch.5. Thickness of Pilasters: 1-1/4 inch.
D. Urinal Screens: Wall mounted with two panel brackets, and floor-to-ceiling vertical uprightconsisting of pilaster anchored to floor and ceiling.
2.04 ACCESSORIESA. Pilaster Shoes: Formed ASTM A666, Type 304 stainless steel with No. 4 finish, 3 inches high,
concealing floor and ceiling fastenings.B. Wall and Pilaster Brackets: Polished stainless steel.C. Hardware: Polished stainless steel:
1. Pivot hinges, gravity type, adjustable for door close positioning; two per door.2. Thumb turn door latch with exterior emergency access feature.3. Door strike and keeper with rubber bumper; mounted on pilaster in alignment with door
latch.4. Coat hook with rubber bumper; one per compartment, mounted on door.5. Provide door pull for outswinging doors.
PART 3 EXECUTION3.01 EXAMINATION
A. Verify that field measurements are as indicated.B. Verify correct spacing of and between plumbing fixtures.C. Verify correct location of built-in framing, anchorage, and bracing.
3.02 INSTALLATIONA. Install partitions secure, rigid, plumb, and level in accordance with manufacturer's instructions.B. Maintain 3/8 to 1/2 inch space between wall and panels and between wall and end pilasters.C. Attach panel brackets securely to walls using anchor devices.D. Attach panels and pilasters to brackets. Locate head rail joints at pilaster center lines.
3.03 TOLERANCESA. Maximum Variation From True Position: 1/4 inch.B. Maximum Variation From Plumb: 1/8 inch.
3.04 ADJUSTINGA. Adjust and align hardware to uniform clearance at vertical edge of doors, not exceeding 3/16
inch.B. Adjust hinges to position doors in partial opening position when unlatched. Return out-swinging
doors to closed position.C. Adjust adjacent components for consistency of line or plane.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
10 2800 - 1 TOILET, BATH, ANDLAUNDRY ACCESSORIES
SECTION 10 2800TOILET, BATH, AND LAUNDRY ACCESSORIES
PART 1 GENERAL1.01 SECTION INCLUDES
A. Commercial toilet accessories.B. Accessories for toilet rooms and utility rooms.C. Grab bars.
1.02 RELATED REQUIREMENTSA. Section 06 1000 - Rough Carpentry: Placement of reinforcement for backing plate
reinforcement.B. Section 09 3000 - Tiling: Ceramic washroom accessories.C. Section 10 2113.16 - Plastic-Laminate-Clad Toilet Compartments.
1.03 REFERENCE STANDARDSA. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010.B. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel
Sheet, Strip, Plate, and Flat Bar; 2015.C. ASTM B456 - Standard Specification for Electrodeposited Coatings of Copper Plus Nickel Plus
Chromium and Nickel Plus Chromium; 2011.D. ASTM C1036 - Standard Specification for Flat Glass; 2011.E. ASTM C1503 - Standard Specification for Silvered Flat Glass Mirror; 2008 (Reapproved 2013).
1.04 ADMINISTRATIVE REQUIREMENTSA. Coordinate the work with the placement of internal wall reinforcement, concealed ceiling
supports, and reinforcement of toilet partitions to receive anchor attachments.1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Submit data on accessories describing size, finish, details of function, and
attachment methods.PART 2 PRODUCTS2.01 MANUFACTURERS
A. All toilet accessories shall be based on products indicated below. Provide named product orcomparable product by one of the following Manufacturer's:1. Bay West2. Bobrick Washroom Equipment, Inc.3. Bradley Corporation: www.bradleycorp.com.4. Georgia-Pacific Professional: www.blue-connect.com.5. Substitutions: Section 01 6000 - Product Requirements.
B. All items of each type to be made by the same manufacturer.2.02 MATERIALS
A. Accessories - General: Shop assembled, free of dents and scratches and packaged completewith anchors and fittings, steel anchor plates, adapters, and anchor components for installation.1. Grind welded joints smooth.2. Fabricate units made of metal sheet of seamless sheets, with flat surfaces.
B. Keys: Provide 4 keys for each accessory to Mississippi School of the Arts; master key alllockable accessories.
10 2800 - 2 TOILET, BATH, AND LAUNDRY ACCESSORIES
C. Mirror Glass: Annealed float glass, ASTM C1036 Type I, Class 1, Quality Q2, with silvering,protective and physical characteristics complying with ASTM C1503.
D. Fasteners, Screws, and Bolts: Hot dip galvanized; tamper-proof; security type.E. Expansion Shields: Fiber, lead, or rubber as recommended by accessory manufacturer for
component and substrate.2.03 FINISHES
A. Stainless Steel: Satin finish, unless otherwise noted.B. Chrome/Nickel Plating: ASTM B456, SC 2, polished finish, unless otherwise noted.
2.04 COMMERCIAL TOILET ACCESSORIESA. Toilet Paper Dispenser: Roll-in-reserve type, designed to allow automatic activation of reserve
roll when needed, or manual activation by pressing release bar, surface-mounted. Plastic, blacktranslucent unit with pivot hinge, tumbler lock.
B. Paper Towel Dispenser: Folded paper type, stainless steel, surface-mounted, with viewing slotson sides as refill indicator and tumbler lock.1. Capacity: 300 C-fold minimum.
C. Waste Receptacle: Stainless steel, freestanding style with swing top.1. Liner: Removable seamless stainless steel receptacle.2. Minimum capacity: 10 gallons.
D. Soap Dispenser: Liquid soap dispenser, deck-mounted on vanity, with polyethylene containerconcealed below deck; piston and 4 inch spout of stainless steel with bright polished finish;chrome-plated deck escutcheon.
E. Mirrors: Stainless steel framed, 1/4 inch thick annealed float glass; ASTM C1036.1. Annealed Float Glass: Silvering, protective and physical characteristics in compliance with
ASTM C1503.2. Frame: 0.05 inchangle shapes, with mitered and welded and ground corners, and
tamperproof hanging system; satin finish.3. Backing: Full-mirror sized, minimum 0.03 inch galvanized steel sheet and nonabsorptive
filler material.F. Grab Bars: Stainless steel, nonslip grasping surface finish.
1. Standard Duty Grab Bars:a. Push/Pull Point Load: 250 pound-force, minimum.b. Dimensions: 1-1/4 inch outside diameter, minimum 0.05 inch wall thickness,
concealed flange mounting, 1-1/2 inch clearance between wall and inside of grab bar.c. Length and Configuration: As indicated on drawings.
2. Heavy Duty Grab Bars: Floor supports are acceptable if necessary to achieve load rating.a. Push/Pull Point Load: Minimum 1000 pound-force, minimum.b. Dimensions: 1-1/2 inch outside diameter, minimum 0.125 inch wall thickness,
exposed flange mounting, 1-1/2 inch clearance between wall and inside of grab bar.c. Length and Configuration: As indicated on drawings.
PART 3 EXECUTION3.01 EXAMINATION
A. Verify existing conditions before starting work.B. Verify exact location of accessories for installation.C. Verify that field measurements are as indicated on drawings.D. See Section 06 1000 for installation of blocking, reinforcing plates, and concealed anchors in
walls and ceilings.3.02 PREPARATION
A. Deliver inserts and rough-in frames to site for timely installation.
10 2800 - 3 TOILET, BATH, AND LAUNDRY ACCESSORIES
B. Provide templates and rough-in measurements as required.3.03 INSTALLATION
A. Install accessories in accordance with manufacturers' instructions in locations indicated on thedrawings.
B. Install plumb and level, securely and rigidly anchored to substrate.C. Mounting Heights and Locations: As required by accessibility regulations and as indicated on
drawings3.04 PROTECTION
A. Protect installed accessories from damage due to subsequent construction operations.END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
12 3553.13 - 1 METALCASEWORK
SECTION 12 3553.13METAL CASEWORK
PART 1 GENERAL1.01 SECTION INCLUDES
A. Metal cabinets and cabinet hardware.1.02 RELATED REQUIREMENTS
A. Section 07 9005 - Joint Sealers: Sealing joints between casework and countertops andadjacent walls, floors, and ceilings.
B. Section 12 3600 - Countertops: Additional requirements for countertops.1.03 REFERENCE STANDARDS
A. ASTM A1008/A1008M - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon,Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability,Solution Hardened, and Bake Hardenable; 2015.
1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Details of materials, component dimensions and configurations, construction
details, joint details, attachments; manufacturer's catalog literature on hardware, accessories,and service fittings, if any.
C. Shop Drawings: Casework locations, large scale plans, elevations, cross sections, rough-in andanchor placement dimensions and tolerances, clearances required, and utility locations, if any.
D. Samples For Color Selection: Color charts for each different finish material.E. Manufacturer's Installation Instructions.F. Maintenance Data: Manufacturer's recommendations for care and cleaning.
PART 2 PRODUCTS2.01 MANUFACTURERS
A. Metal Laboratory Casework:1. Jamestown Metal Products: www.jamestown.com.2. Keur Industries, Inc. - Multi-Lab® Laboratory Casework: www.keurindustries.com.3. Kewaunee Scientific Corp: www.kewaunee.com.4. Substitutions: See Section 01 6000 - Product Requirements.
2.02 METAL CASEWORKA. Casework: Die-formed metal sheet; each unit self-contained and not dependent on adjacent
units or building structure for rigidity; factory-fabricated, factory-assembled, and factory-finished.1. Style: Flush overlay.2. Steel Sheet Metal:
a. Gables, Front and Back Panels, Gusset Plates and Rails: 18 gage, 0.0478 inchminimum thickness.
b. Drawers, Cabinet Floors, Shelves, Filler Panels and Drawer Dividers: 20 gage,0.0359 inch minimum thickness.
c. Backing Sheet to Door and Door Fronts: 22 gage, 0.0299 inch minimum thickness.3. Corners and Joints: Without gaps or inaccessible spaces or areas where dirt or moisture
could accumulate.4. Edges and Seams: Smooth. Form facing, shelves, and drain boards from continuous
sheets.5. Shelf Edges: Turn down 1 inch on each side and return 5/8 inch front and back.6. Ends: Close open ends with matching construction.7. Welding: Electric spot weld; grind joints smooth and flush.
12 3553.13 - 2 METAL CASEWORK
8. Drawers and Doors: Fabricate drawer and door fronts of sandwiched sheets of sheet steelwelded together and reinforced for hardware. Fill with sound deadening core.
9. Finish on Sheet Steel: Provide surface finish having chemical resistance equal to Level 0(no change) or Level 1 (slight change of gloss or slight discoloration) according to SEFA8M.a. Coating Type: Baked on epoxy; minimum two coats.b. Color: As selected from manufacturer's standard selection.c. Preparation: Degrease and phosphate etch, and prime.
10. Separation: Use bituminous paint or non-conductive tape to coat metal surfaces in contactwith cementitious materials and to separate dissimilar metals.
B. Countertops: As specified in Section 12 3600.1. Backing: Pressure glued to plywood core backing, without visible joints.
2.03 MATERIALSA. Sheet Steel: High-strength low-alloy, cold rolled and leveled unfinished steel sheet, ASTM
A1008/A1008M, Class 1 (matte) finish.B. Cabinet Hardware: Manufacturer's standard styles, exposed components stainless steel.
1. Finish of Exposed Components: No. 4 finish.2. Shelves:
a. Shelf Standards and Rests: Vertical chrome steel standards with rubber button fittedsteel rests.
b. Shelf Brackets: Vertical chrome steel standards with chrome steel arms.3. Swinging Doors:
a. Hinges: Offset pin.b. Catches: Magnetic.c. Pulls: Chrome wire pulls, 4 inches wide.
4. Drawers:a. Pulls: Chrome wire pulls, 4 inches wide.b. Slides: Steel, full extension arms, ball bearings; capacity as recommended by
manufacturer for drawer height and width.PART 3 EXECUTION3.01 INSTALLATION
A. Use anchoring devices to suit conditions and substrate materials encountered.B. Set casework items plumb and square, securely anchored to building structure.C. Align cabinets to adjoining components, install filler panels where necessary to close gaps.D. Separate dissimilar metals to prevent galvanic action.E. Replace units that are damaged, including those that have damaged finishes.
3.02 ADJUSTINGA. Adjust operating parts, including doors, drawers, hardware, and fixtures to function smoothly.
3.03 CLEANINGA. Clean casework surfaces thoroughly.
3.04 PROTECTIONA. Do not permit finished casework to be exposed to continued construction activity.B. Repair damage that occurs prior to Date of Substantial Completion, including finishes, using
methods prescribed by manufacturer; replace units that cannot be repaired to like-newcondition.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
12 3600 - 1 COUNTERTOPS
SECTION 12 3600COUNTERTOPS
PART 1 GENERAL1.01 SECTION INCLUDES
A. Countertops for architectural cabinet work.B. Countertops for metal casework.C. Wall-hung counters and vanity tops.
1.02 RELATED REQUIREMENTSA. Section 06 4100 - Architectural Wood Casework.B. Section 09 3000 - Tiling: Tile for countertops.C. Section 12 3553.13 - Metal Casework.
1.03 REFERENCE STANDARDSA. ANSI A161.2 - Performance Standards for Fabricated High Pressure Decorative Laminate
Countertops; 1998.B. ANSI A208.1 - American National Standard for Particleboard; 2009.C. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.D. AWI/AWMAC (QSI) - Quality Standard Illustrated; Architectural Woodwork Institute and
Architectural Woodwork Manufacturers Association of Canada; 2006, 8th Ed., Version 2.0.E. ISFA 2-01 - Classification and Standards for Solid Surfacing Material; 2013.F. PS 1 - Structural Plywood; 2009.
1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Manufacturer's data sheets on each product to be used, including:
1. Preparation instructions and recommendations.2. Storage and handling requirements and recommendations.3. Specimen warranty.
C. Shop Drawings: Complete details of materials and installation; combine with shop drawings ofcabinets and casework specified in other sections.
D. Selection Samples: For each finish product specified, color chips representing manufacturer'sfull range of available colors and patterns.
E. Verification Samples: For each finish product specified, minimum size 6 inches square,representing actual product, color, and patterns.
F. Maintenance Data: Manufacturer's instructions and recommendations for maintenance andrepair of countertop surfaces.
1.05 QUALITY ASSURANCEA. Fabricator Qualifications: Same fabricator as for cabinets on which tops are to be installed.B. Installer Qualifications: Fabricator.
1.06 DELIVERY, STORAGE, AND HANDLINGA. Store products in manufacturer's unopened packaging until ready for installation.B. Store and dispose of solvent-based materials, and materials used with solvent-based materials,
in accordance with requirements of local authorities having jurisdiction.1.07 FIELD CONDITIONS
A. Maintain environmental conditions (temperature, humidity, and ventilation) within limitsrecommended by manufacturer for optimum results. Do not install products underenvironmental conditions outside manufacturer's absolute limits.
12 3600 - 2 COUNTERTOPS
PART 2 PRODUCTS2.01 COUNTERTOPS
A. Plastic Laminate Countertops: High-pressure decorative laminate (HPDL) sheet bonded tosubstrate.1. Laminate Sheet: NEMA LD 3, Grade HGS, 0.048 inchHGP, for postforming, 0.039 inch
nominal thickness.a. Finish: Matte or suede, gloss rating of 5 to 20.b. Surface Color and Pattern: To be selected from manufacturer's full line.c. Manufacturers:
1) Formica Corporation None - N/A: www.formica.com.2) Panolam Industries International, Inc\Nevamar None - N/A: www.nevamar.com.3) Wilsonart International, Inc None - N/A: www.wilsonart.com.4) Substitutions: See Section 01630 - Substitutions and Product Options.
2. Exposed Edge Treatment: Postformed laminate; front edge substrate built up to minimum1 1/2 inch (38 mm) thick with half-round front edge and 4-inch high backsplash with squaretop edge.
3. Back and End Splashes: Same material, same construction.4. Fabricate in accordance with 1, Section 11 - Countertops, Custom Grade.
2.02 MATERIALSA. Particleboard for Supporting Sheet Laminate: ANSI A208.1 Grade 2-M-2, 45 pcf minimum
density; minimum 3/4 inch thick; join lengths using metal splines.B. Adhesives: Chemical resistant waterproof adhesive as recommended by manufacturer of
materials being joined.C. In counter trash rings. Stainless Steel. 6 inch diameter.
1. Install at locations indicated on drawings.D. Joint Sealant: Mildew-resistant silicone sealant, clear.
2.03 FABRICATIONA. Fabricate in accordance with standards governing fabrication quality that are specified in
Section 06 4100.B. Fabricate tops and splashes in the largest sections practicable, with top surface of joints flush.
1. Join lengths of tops using best method recommended by manufacturer.2. Fabricate to overhang fronts and ends of cabinets 1 inch except where top butts against
cabinet or wall.3. Prepare all cutouts accurately to size; replace tops having improperly dimensioned or
unnecessary cutouts or fixture holes.4. Prime underside of particleboard substrate and all cutout raw edges.
C. Provide back/end splash wherever counter edge abuts vertical surface unless otherwiseindicated.1. Secure to countertop with concealed fasteners and with contact surfaces set in waterproof
glue.2. Seal all cut joints, exposed edges and bottom side of countertop.3. Height: 4 inches, unless otherwise indicated.
D. Wall-Mounted Counters: Provide skirts, aprons, brackets, and braces as indicated on drawings,finished to match.
PART 3 EXECUTION3.01 EXAMINATION
A. Do not begin installation until base cabinets/ supports have been properly prepared andinstalled.
12 3600 - 3 COUNTERTOPS
B. If cabinet/support preparation and installation is the responsibility of another installer, coordinateinstallation of countertop.
C. Verify that wall surfaces have been finished and mechanical and electrical services and outletsare installed in proper locations.
3.02 PREPARATIONA. Clean surfaces thoroughly prior to installation.B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best
result for the substrate under the project conditions.3.03 INSTALLATION
A. Securely attach countertops to cabinets using concealed fasteners. Make flat surfaces level;shim where required.
B. Attach plastic laminate countertops using screws with minimum penetration into substrate boardof 5/8 inch.
C. Install tile as specified in Section 09 3000.D. Seal joint between back/end splashes and vertical surfaces as well as between back/end
splashes and countertop.3.04 TOLERANCES
A. Variation From Horizontal: 1/8 inch in 10 feet, maximum.B. Field Joints: 1/8 inch wide, maximum.
3.05 CLEANING AND PROTECTIONA. Clean countertops surfaces thoroughly.B. Protect installed products until completion of project.C. Touch-up, repair or replace damaged products before Date of Substantial Completion.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
22 4000 - 1 PLUMBINGFIXTURES
SECTION 22 4000PLUMBING FIXTURES
PART 1 GENERAL1.01 SECTION INCLUDES
A. Water closets.B. Lavatories.
1.02 RELATED REQUIREMENTSA. Section 06 4100 - Architectural Wood Casework: Preparation of counters for sinks and
lavatories.B. Section 07 9005 - Joint Sealers: Seal fixtures to walls and floors.C. Section 12 3600 - Countertops: Preparation of counters for sinks and lavatories.
1.03 REFERENCE STANDARDSA. 36 CFR 1191 - Americans with Disabilities Act Accessibility Guidelines for Buildings and
Facilities; Final Rule; current edition; (ADA Standards for Accessible Design).B. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010.C. ASME A112.18.1 - Plumbing Supply Fittings; 2012.D. ASME A112.19.2 - Ceramic Plumbing Fixtures; 2013.
1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Provide catalog illustrations of fixtures, sizes, rough-in dimensions, utility sizes,
trim, and finishes.C. Samples: Submit two lavatory supply fittings.D. Manufacturer's Instructions: Indicate installation methods and procedures.E. Manufacturer's Instructions: Indicate installation methods and procedures.F. Maintenance Data: Include fixture trim exploded view and replacement parts lists.G. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's
name and registered with manufacturer.1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the type of productsspecified in this section, with minimum three years of documented experience.
1.06 DELIVERY, STORAGE, AND HANDLINGA. Accept fixtures on site in factory packaging. Inspect for damage.
1.07 WARRANTYA. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.B. Provide five year manufacturer warranty for electric water cooler.
PART 2 PRODUCTS2.01 GENERAL
A. Potable Water Systems: Provide plumbing fittings and faucets that comply with NSF 61 andNSF 372 for maximum lead content; label pipe and fittings.
B. Water Efficiency: EPA WaterSense label is required for all water closets, urinals, lavatoryfaucets, and showerheads.
2.02 FLUSH VALVE WATER CLOSETS (IN ANNEX)A. Water Closets: Vitreous china, ASME A112.19.2, floor mounted, siphon jet flush action, china
bolt caps.
22 4000 - 2 PLUMBING FIXTURES
1. Bowl: ASME A112.19.2; 16.5 inches high with elongated rim.2. Flush Valve: Exposed (top spud).3. Flush Operation: Manual, oscillating handle.4. Handle Height: 44 inches or less.5. Manufacturers:
a. American Standard, Inc: www.americanstandard-us.com.b. Gerber Plumbing Fixtures LLC: www.gerberonline.com.c. Kohler Company: www.kohler.com.d. Substitutions: See Section 01 6000 - Product Requirements.
B. Flush Valves: ASME A112.18.1, diaphragm type, complete with vacuum breaker stops andaccessories.1. Exposed Type: Chrome plated, escutcheon, integral screwdriver stop.
C. Seats:1. Manufacturers:
a. American Standard, Inc: www.americanstandard-us.com.b. Kohler Company; Lustra K-4650: www.kohler.com.c. Church Seat Company: www.churchseats.com.d. Substitutions: See Section 01 6000 - Product Requirements.
2. Solid black plastic, open front, extended back, self-sustaining hinge, brass bolts, withcover.
D. Water Closet Carriers:1. Manufacturers:
a. JOSAM Company: www.josam.com.b. Zurn Industries, Inc: www.zurn.com.c. Substitutions: See Section 01 6000 - Product Requirements.
2.03 TANK TYPE WATER CLOSETS (IN COURTHOUSE)A. Tank Type Water Closet Manufacturers:
1. American Standard, Inc: www.americanstandard-us.com.2. Gerber Plumbing Fixtures LLC: www.gerberonline.com.3. Kohler Company: www.kohler.com.4. Substitutions: See Section 01 6000 - Product Requirements.
B. Bowl: ASME A112.19.2; floor mounted, siphon jet, vitreous china, 16.5 inches high,close-coupled closet combination with elongated rim, insulated vitreous china closet tank withfittings and lever flushing valve, bolt caps, vandalproof cover locking device.
C. Seat Manufacturers:1. American Standard, Inc: www.americanstandard-us.com.2. Kohler Company; Lustra K-4650: www.kohler.com.3. Church Seat Company: www.churchseats.com.4. Substitutions: See Section 01 6000 - Product Requirements.
D. Seat: Solid white plastic, open front, brass bolts, with cover.E. Handle Height: 44 inches or less.F. Water Closet Carrier:
1. Manufacturers:a. JOSAM Company: www.josam.com.b. Zurn Industries, Inc: www.zurn.com.c. Substitutions: See Section 01 6000 - Product Requirements.
2.04 LAVATORIESA. Lavatory Manufacturers:
1. American Standard, Inc: www.americanstandard-us.com.2. Kohler Company: www.kohler.com.3. Zurn Industries, Inc: www.zurn.com.
22 4000 - 3 PLUMBING FIXTURES
4. Substitutions: See Section 01 6000 - Product Requirements.B. Vitreous China Wall Hung Basin: ASME A112.19.2; vitreous china wall hung lavatory, 21 by 16
inch minimum, with 4 inch high back, rectangular basin with splash lip, front overflow, and soapdepression. ADA compliant.
C. Vitreous China Counter Top Basin: ASME A112.19.2; vitreous china self-rimming counter toplavatory, 15 by 20 inch oval shaped without drillings. Faucet mounted to deck on 8 inch. Frontoverflow,soap depression, seal of putty, calking, or concealed vinyl gasket.
D. Supply Faucet Manufacturers: (ADA Compliant and meeting lavatory requirments).1. American Standard, Inc: www.americanstandard-us.com.2. Kohler Company: www.kohler.com.3. Zurn Industries, Inc: www.zurn.com.4. Substitutions: See Section 01 6000 - Product Requirements.
E. Supply Faucet: ASME A112.18.1; chrome plated combination supply fitting with pop-up waste,water economy aerator with maximum flow of 2.2 gallons per minute, indexed handles.
F. Accessories:1. Chrome plated 17 gage, 0.0538 inch brass P-trap with clean-out plug and arm with
escutcheon.2. Offset waste with perforated open strainer.
PART 3 EXECUTION3.01 EXAMINATION
A. Verify that walls and floor finishes are prepared and ready for installation of fixtures.3.02 PREPARATION
A. Rough-in fixture piping connections in accordance with minimum sizes indicated in fixturerough-in schedule for particular fixtures.
3.03 INSTALLATIONA. Install each fixture with trap, easily removable for servicing and cleaning.B. Install components level and plumb.C. Seal fixtures to wall and floor surfaces with sealant as specified in Section 07 9005, color to
match fixture.3.04 INTERFACE WITH WORK OF OTHER SECTIONS
A. Review millwork shop drawings. Confirm location and size of fixtures and openings beforerough-in and installation.
3.05 ADJUSTINGA. Adjust stops or valves for intended water flow rate to fixtures without splashing, noise, or
overflow.3.06 CLEANING
A. Clean plumbing fixtures and equipment.3.07 PROTECTION
A. Protect installed products from damage due to subsequent construction operations.B. Repair or replace damaged products before Date of Substantial Completion.
END OF SECTION
Hinds County Courthouse Raymond, MS 2015 CDBG Public Facilities ADA Renovations (BSA# 1602)
32 9219 - 1 SEEDING
SECTION 32 9219SEEDING
PART 1 GENERAL1.01 SECTION INCLUDES
A. Seeding, mulching and fertilizer.1.02 DEFINITIONS
A. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass,Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, PoisonOak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge,Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass.
1.03 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Maintenance Data: Include maintenance instructions, cutting method and maximum grass
height; types, application frequency, and recommended coverage of fertilizer.1.04 REGULATORY REQUIREMENTS
A. Comply with regulatory agencies for fertilizer and herbicide composition.B. Provide certificate of compliance from authority having jurisdiction indicating approval of seed
mixture.1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver grass seed mixture in sealed containers. Seed in damaged packaging is notacceptable. Deliver seed mixture in containers showing percentage of seed mix, year ofproduction, net weight, date of packaging, and location of packaging.
PART 2 PRODUCTS2.01 SEED MIXTURE
A. Seed Mixture:1. Merion Blue Grass: 50 percent.2. Kentucky Blue Grass: 50 percent.
2.02 ACCESSORIESA. Fertilizer: as recommended for grass, with fifty percent of the elements derived from organic
sources; of proportion necessary to eliminate any deficiencies of topsoil, as indicated byanalysis.
B. Water: Clean, fresh and free of substances or matter that could inhibit vigorous growth ofgrass.
C. Edging: Galvanized steel.PART 3 EXECUTION3.01 EXAMINATION
A. Verify that prepared soil base is ready to receive the work of this Section.3.02 PREPARATION
A. Install edging at periphery of seeded areas in straight lines to consistent depth.3.03 FERTILIZING
A. Apply fertilizer in accordance with manufacturer's instructions.B. Apply after smooth raking of topsoil and prior to roller compaction.C. Do not apply fertilizer at same time or with same machine as will be used to apply seed.D. Mix thoroughly into upper 2 inches of topsoil.
32 9219 - 2 SEEDING
E. Lightly water to aid the dissipation of fertilizer.3.04 SEEDING
A. Apply seed at a rate of 30 lbs per 1000 sq ft evenly in two intersecting directions. Rake inlightly.
B. Do not seed areas in excess of that which can be mulched on same day.C. Do not sow immediately following rain, when ground is too dry, or during windy periods.D. Immediately following seeding and compacting, apply mulch to a thickness of 1/8 inches.
Maintain clear of shrubs and trees.E. Apply water with a fine spray immediately after each area has been mulched. Saturate to 4
inches of soil.F. Following germination, immediately re-seed areas without germinated seeds that are larger than
4 by 4 inches.3.05 PROTECTION
A. Cover seeded slopes where grade is 4 inches per foot or greater with erosion fabric. Roll fabriconto slopes without stretching or pulling.
B. At sides of ditches, lay fabric laps in direction of water flow. Lap ends and edges minimum 6inches.
END OF SECTION