HomeMy WebLinkAbout2025-766-E-AMS-Sasser Companies-SHSC ASI 002 Reno
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[Departmental Use Only]
TITLE SHSC Health Reno
FY 2025-2026
NORTH CAROLINA
CONSTRUCTION AGREEMENT UNDER $250,000.00
ORANGE COUNTY
THIS CONSTRUCTION AGREEMENT (hereinafter called “Agreement”), made as of the 23rd
day of December, 2025, by and between Sasser Companies, LLC, (hereinafter called the “Contractor”),
and Orange County, a political subdivision of the State of North Carolina, (hereinafter called the
“County,” “Orange County,” or “Owner”).
W I T N E S S E T H:
That the Contractor and the Owner, for the consideration herein named, agree as follows:
1. CONTRACT DOCUMENTS; PRIORITY
The Contract Documents consist of this Agreement, the Request for Proposals, Proposal,
Construction Drawings, and Written Specifications. The Contract Documents form the Contract. In the
event of any inconsistency between or among the Contract Documents the Contract Documents shall be
interpreted in the following order of priority:
a. This Agreement.
b. Designer Approved Bulletins and Field Orders.
c. Request for Proposals and addenda thereto.
d. Proposal.
2. SCOPE OF WORK
The Contractor shall furnish and deliver all of the materials, and perform all of the work
required by this Agreement within the time period stipulated in a written Notice-to-Proceed to be
executed by the Contractor and Owner and in accordance with the following enumerated documents,
which are made a part hereof as if fully contained herein:
a. Construction Drawings prepared by Smith Sinnett Architecture (Sheet AIA G710-2017
Architect's Supplemental Instructions Package, ASI Number 002 dated 12/3/2025)
b. Written specifications prepared by the project engineer.
c. Sasser Companies, LLC proposal dated November 20, 2025 which fully describes the
work to be performed. Such work will hereafter be called the “Work”.
d. Related documents listed under Section 1 above.
3. TERM AND SCHEDULING
a. The Contractor agrees to commence work pursuant to the written Notice to Proceed.
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b. The Contractor agrees to complete substantially all Work by February 28, 2026.
c. Time is of the essence with respect to all dates specified in the Contract Documents as
Completion Dates.
d. The Contractor shall perform the Work in the time, manner, and form required by the
Contract Documents and as stipulated in a written Notice-to-Proceed to be executed by the
Contractor and Owner.
e. It is expressly understood that the Owner will employ other contractors to perform work as
a part of the Project whose work will be performed simultaneously and sequentially with
the performance of the Work by the Contractor. It shall be necessary for the Contractor to
coordinate its activities with such other contractors, particularly with respect to access to
work areas, storage of materials and other common facilities.
f. Should the Owner determine that the Contractor is behind schedule Owner may require, at
no additional cost to the Owner, the Contractor to expedite and accelerate its efforts,
including providing additional resources and working overtime, as necessary, to perform
the Work in accordance with the approved project schedule.
4. STANDARD OF CARE
a. The Contractor shall exercise reasonable care and diligence in performing the Work in
accordance with the highest generally accepted standards of this type of Contractor
practice throughout the United States and in accordance with applicable federal, state and
local laws and regulations applicable to the performance of these services. Contractor is
solely responsible for the professional quality, accuracy and timely completion and
submission of all work.
b. The Contractor shall not load or permit any part of the Work to be loaded with a weight
that will endanger its safety, intended performance or configuration.
c. Contractor shall be responsible for all errors or omissions caused by its employees, agents,
contractors, or assigns in the performance of the Agreement. Contractor shall correct any
and all errors, omissions, discrepancies, ambiguities, mistakes or conflicts at no additional
cost to the Owner.
d. Contractor is an independent contractor of Owner. Any and all employees of the
Contractor engaged by the Contractor in the performance of any work or services required
of the Contractor under this Agreement, shall be considered employees or agents of the
Contractor only and not of the Owner, and any and all claims that may or might arise under
any workers compensation or other law or contract on behalf of said employees while so
engaged shall be the sole obligation and responsibility of the Contractor.
e. If activities related to the performance of this Agreement require specific licenses,
certifications, or related credentials Contractor represents that it or its employees, agents
and subcontractors engaged in such activities possess such licenses, certifications, or
credentials and that such licenses certifications, or credentials are current, active, and not in
a state of suspension or revocation.
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f. The Contractor is responsible for all physical damage to owned or rented machinery, tools,
equipment, forms, and other items owned, rented or used by the Contractor and
Subcontractor(s) in the performance of the Work including all of Owner’s property in
Contractor’s care, custody, or control, and all such property while it is in transit.
g. The Contractor is solely responsible for obtaining all permits necessary to complete the
Work in compliance with all local, state, and federal laws.
5. PAYMENT & TAXES
a. The Owner hereby agrees to pay to the Contractor for the faithful performance of this
Agreement and the Contractor hereby agrees to perform all of the Work for a sum not-to-
exceed Nineteen Thousand Eight Hundred Ninety-Five Thousand Dollars ($19,895.00).
Not later than the fifth (5th) day of each calendar month the Contractor shall submit to the
Owner’s Representative, generally the architect if an architect is retained on the Work, a
Request for Payment for work done during the previous calendar month.
i. The Request for Payment shall be in form of a standardized invoice or AIA
Document G702-703 appropriately addressed to Owner’s Representative at PO Box
8181, Hillsborough, NC 27278 and shall show substantially the value of work done
during the previous calendar month.
ii. The amount due for payment shall be ninety-five percent (95%) of the value of
work completed since the last Request for Payment and this amount shall be paid
by the Owner on or before the last business day of the month. Owner shall retain
five percent (5%).
1. Upon Owner’s Representative’s certification that ninety percent (90%) of
the Work has been satisfactorily completed retainage may be discontinued.
Retainage may be discontinued, at Owner’s Discretion, so long as work
continues to be completed satisfactorily and on schedule.
iii. Final payment shall not be due to the Contractor until thirty (30) days after one
hundred percent (100%) of the Work, including punch list work, has been
satisfactorily (as determined by the County) completed and an appropriate affidavit
as required in Section 7(c) below has been received by Owner.
b. Should Owner reasonably determine that Contractor has failed to perform the Work related
to a Request for Payment, Owner, at its discretion may provide the Contractor ten (10)
days to cure the breach. Owner may withhold the accompanying payment without penalty
until such time as Contractor cures the breach.
i. Should Contractor or its representatives fail to cure the breach within ten (10) days,
or fail to reasonably agree to such modified schedule, Owner may immediately
terminate this Agreement in writing, without penalty or incurring further obligation
to Contractor.
ii. This section shall not be interpreted to limit the definition of breach to the failure to
perform the Work related to a Request for Payment.
c. The Contractor has included in the Contract Price and shall pay all taxes assessed by any
authority on the Work or the labor and materials used therein. It shall be the Contractor's
responsibility to furnish the Owner documentary evidence showing the materials used and
sales and use tax paid by the Contractor and each of its subcontractors.
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6. INSURANCE AND BONDS
a. Minimum requirements – Contractor shall obtain, at its sole expense, Commercial General
Liability Insurance, Automobile Insurance, Workers’ Compensation Insurance, and any
additional insurance as may be required by Owner’s Risk Manager as such insurance
requirements are described in the Orange County Risk Transfer Policy and Orange County
Minimum Insurance Coverage Requirements (each document is incorporated herein by
reference and may be viewed at
http://www.orangecountync.gov/departments/purchasing_division/contracts.php). If
Owner’s Risk Manager determines additional insurance coverage is required such
additional insurance shall be designated here NA (if no additional insurance required mark
N/A as being not applicable). Contractor shall not commence construction work until such
insurance is in effect and certification thereof has been received by the Owner's Risk
Manager.
b. Performance Bonds – Contractor shall furnish bonds covering the faithful performance of
the Contract and payment of all obligations arising under any of the Contract Documents
or related in any way to the Work. Contractor shall immediately furnish a copy of such
bonds to any requesting person who appears to be a potential beneficiary of bonds
covering payment obligations arising under any of the Contract Documents. This
subsection 6(b) applies only to Contracts of fifty thousand dollars ($50,000.00) or more
where the total cost for the project is three hundred thousand dollars ($300,000.00) or
more.
7. INDEMNITY
a. To the extent authorized by North Carolina law the Contractor shall indemnify, without
limitation, and hold harmless to the maximum extent permitted by law the Owner and its
agents and employees from and against any and all claims, damages, losses and expenses,
including attorney's fees, arising out of or resulting from the performance or
nonperformance of the Work, provided that any such claim, damages, loss or expense (A)
is attributable to bodily injury, sickness, disease or death or injury to, or destruction of,
property, including the loss of use resulting therefrom; and (B) is caused in whole or in
part by any breach of any provision of the Agreement or by any negligent or wrongful act
or omission of the Contractor, any Subcontractor, or supplier of the Contractor, anyone
directly or indirectly employed by any of them or anyone for whose acts any of them may
be liable. The indemnification obligation under this paragraph shall not be limited in any
way by any limitation of the amount or type of damages, compensation or benefits payable
by or for the Contractor or any subcontractor under workers' compensation acts, disability
benefits acts or other employee benefit acts. It is the intent of this section that the
Contractor shall indemnify the County to the maximum extent allowed by law.
b. The Contractor shall indemnify and hold harmless Owner from any lien of whatever type
through the purchase of appropriate bonds and insurance as designated in Section 6 above.
In the event any such lien is filed against Owner’s property Contractor shall, through such
bonds and insurance or at Contractors expense, defend Owner against all such claims of
lien.
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c. Upon completion of the Work the Contractor shall execute an affidavit stating there are no
unpaid debts for any work that has been done or materials that have been furnished to the
project prior to and as of the date of substantial completion and further stating that
Contractor shall indemnify, save and protect Owner and Owner’s lender, if any, harmless
from and against any and all claims, liabilities, losses, damages, causes of action, and
expenses (including court costs and reasonable attorney’s fees related thereto) arising out
of, in connection with, or resulting from any such debts and liens. Such indemnification
shall be in a form and substance acceptable to Owner.
d. By executing this Agreement Contractor agrees to abide by and be bound by the
indemnification provisions herein.
8. DISPUTE RESOLUTION AND GOVERNING LAW
a. Any dispute with respect to any provision of, or the performance or non-performance of,
this Agreement shall be subject to the Dispute Resolution Rules and Procedures for Orange
County Design, Building Construction, Renovation, and Repair Projects. The policy is
incorporated herein by reference and may be viewed at
http://www.orangecountync.gov/departments/purchasing_division/contracts.php).
b. The laws of the State of North Carolina shall apply to the interpretation and enforcement of
this Agreement. Any and all suits or actions to enforce, interpret or seek damages with
respect to any provision of, or the performance or nonperformance of, this Agreement or
the Contract shall be brought in the General Court of Justice of North Carolina sitting in
Orange County, North Carolina and it is agreed by the parties that no other court shall have
jurisdiction or venue with respect to such suits or actions.
c. Notice of any claim by Owner or Contractor must be initiated by written notice to the other
Party within thirty (30) days of the occurrence of the event giving rise to the claim or
within thirty (30) days of the discovery of the event or condition giving rise to the claim,
whichever is later.
i. Should any claim be made, regardless of whether such claim is made by Owner or
Contractor, Contractor shall continue to faithfully and diligently perform the Work
in such a manner as to meet all scheduled timelines. Any failure to faithfully and
diligently perform the Work may be deemed, by the Owner, a breach of the
Contract.
ii. If a claim is made such claim shall be made to the initial decision maker, if
applicable, who may request more supporting data, reject the claim in whole or in
part, approve the claim in whole or in part or advise the parties the claim is unable
to be resolved.
iii. If a claim is made by the Owner the Owner may, but is not obligated to, notify the
surety.
9. NON–APPROPRIATION
a. Contractor acknowledges that Owner is a governmental entity, and the validity of this
Agreement is based upon the availability of public funding under the authority of its
statutory mandate.
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b. In the event that public funds are unavailable or not appropriated for the performance of
Owner’s obligations under this Agreement, then this Agreement shall automatically expire
without penalty to Owner immediately upon written notice to Contractor of the
unavailability or non-appropriation of public funds. It is expressly agreed that Owner shall
not activate this non-appropriation provision for its convenience or to circumvent the
requirements of this Agreement.
c. In the event of a change in the Owner’s statutory authority, mandate or mandated
functions, by state or federal legislative or regulatory action, which adversely affects
Owner’s authority to continue its obligations under this Agreement, then this Agreement
shall automatically terminate without penalty to Owner upon written notice to Contractor
of such limitation or change in Owner’s legal authority.
10. NOTICES
Any notice required by this Agreement shall be in writing and delivered by certified or registered
mail, return receipt requested to the following:
Owner: Contractor:
Orange County Sasser Companies, LLC
Attn: A. Barnes Attn: Angelo Bartis
P.O. Box 8181 PO Box 10
Hillsborough, NC 27278 Whitsett, NC 27377
11. MISCELLANEOUS
a. Duties and Obligations imposed by the Contract Documents shall be in addition to any
Duties and Obligations imposed by state, federal or local law, rules, regulations and
ordinances.
b. No act or failure to act by the Owner or Contractor shall constitute a waiver of any right or
duty granted them under the Contract Documents, nor shall any act or failure to act
constitute any approval except as specifically agreed in writing.
c. The Work shall be tested and inspected as required by the Contract Documents and as
required by law. Unless prohibited by law the costs of all such tests and inspections
related to state and federal codes such as ADA, Administrative, Electrical, Plumbing,
Mechanical and Building Codes shall be borne by the Contractor. The costs for material
and structural testing shall be conducted by an independent third party at the expense of the
Owner. Delays related to any of the aforementioned tests and inspections shall not be
grounds for delaying the completion of the work. If any such tests and inspections reveal
deficiencies in the Work such that the Work does not comply with terms or requirements
of the Contract Documents and the requirements of any code or law the Contractor is
solely responsible for the cost of bringing such deficiencies into compliance with the terms
of the Contract Documents and any code or law.
d. Should the Architect, if an architect is retained for the project involving the Work, or
Owner reject any portion of the Work for failing to comply with the Contract Documents
Contractor shall immediately, at Contractor’s expense, correct the Work. Any such
rejection may be made before or after substantial completion. If applicable, any additional
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expense borne by the Architect under this section shall be paid at Contractor’s expense.
e. The Contractor shall not assign any portion of this Agreement nor subcontract the Work in
its entirety without the prior written consent of the Owner.
f. By executing this Agreement Contractor affirms that Contractor and any subcontractors of
Contractor are and shall remain in compliance with Article 2 of Chapter 64 of the North
Carolina General Statutes.
g. By executing this Agreement Contractor certifies that Contractor has not been identified,
and has not utilized the services of any agent or subcontractor identified, on the list created
by the State Treasurer pursuant to G.S. 147-86.58.
h. By executing this Agreement Contractor certifies that Contractor has not been identified,
and has not utilized the services of any agent or subcontractor identified, on the list created
by the State Treasurer pursuant to G.S. 147-86.81.
i. The County has designated (Angel Barnes) to act as the County's representative with
respect to the Work and shall have the authority to render decisions within guidelines
established by the County Manager or the County Board of Commissioners and shall be
available during working hours as often as may be reasonably required to render decisions
and to furnish information.
j. Contractor shall at all times remain in compliance with all applicable local, state, and
federal laws, rules, and regulations including but not limited to all state and federal non-
discrimination laws, policies, rules, and regulations and the Orange County Non-
Discrimination Policy and Orange County Living Wage Policy (each Orange County
policy is incorporated herein by reference and may be viewed at
http://www.orangecountync.gov/departments/purchasing_division/contracts.php). Any
violation of the Orange County Non-Discrimination Policy is a breach of this Agreement
and County may immediately terminate this Agreement without further obligation on the
part of the County. This paragraph is not intended to limit and does not limit the definition
of breach to discrimination.
k. This Agreement together with any amendments or modifications may be executed
electronically. All electronic signatures affixed hereto evidence the consent of the Parties
to utilize electronic signatures and intent of the Parties to comply with Article 11A and
Article 40 of North Carolina General Statute Chapter 66.
l. In the event of a breach by Contractor Owner has sole authority to determine the
reasonableness of Contractor’s actions to remedy such breach or complete the performance
of its obligations.
m. Upon request of the Owner, the Contractor shall submit to County all relevant
documentation, including but not limited to, job cost records, to support its claims for final
compensation and if such request is made final compensation shall not be due until all
relevant documentation is received, reviewed, and approved by Owner.
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n. There are no third-party beneficiaries of this Agreement and nothing in this Agreement,
express or implied, is intended to confer on any person other than the parties hereto (and
their respective successors, heirs and permitted assigns), any rights, remedies, or
obligations.
12. CONSEQUENTIAL AND LIQUIDATED DAMAGES
a. Owner and Contractor mutually waive any claim against each other for consequential
damages. Consequential Damages include:
i. Damages incurred by Owner for loss of use, income, financing, or business.
ii. Damages incurred by Contractor for office expenses, including personnel, loss of
financing, profit, income, business, damage to reputation, or any other non-direct
damages.
b. Liquidated damages shall be in accord with the Contract Documents. If the Contract
Documents do not otherwise address liquidated damages, such damages shall be in the
amount of five hundred dollars ($500.00) per day.
13. TERMINATION OR SUSPENSION
a. The Owner may, without cause, order the Contractor to terminate, suspend, delay or
interrupt the Work in whole or in part for such period of time as the Owner may determine.
i. If Owner issues a written order to delay, suspend, or interrupt the Work, and such
order is not due to or as a result of any fault on the part of the Contractor or any
subcontractor, the Contractor may recover a per diem amount of five hundred
dollars ($500.00) per day with a not-to-exceed limit of ten thousand dollars
($10,000.00).
ii. In the event of termination by the Owner under this Agre ement, the Contractor
shall be entitled to receive its reasonable and documented direct costs incurred prior
to the date Owner mails the notice of termination, including the cost of materials
purchased for the Work, but only if such purchases cannot be canceled, or materials
returned, or which material cannot reasonably be used by the Contractor on other
work, and the cost of closing down the work in a safe and efficient manner.
iii. If Owner elects to suspend or terminate the contract pursuant to subparagraphs
13.a.i. or 13 a.ii. the sole remedy available to the Contractor are those listed in said
subparagraphs and Contractor is not entitled to any right to further claims for any
amount owed or disputed or for payment of damages alleged to have been sustained
as a result of Owner’s order to delay, suspend, or interrupt the Work.
b. The Owner may, with cause, order the Contractor to suspend, delay or interrupt the Work
in whole or in part for such period of time as the cause remains.
i. If Owner issues a written order to delay, suspend, or interrupt the Work, and such
order is due to or as a result of any fault on the part of th e Contractor or any
subcontractor, the Owner may reduce payment at a per diem amount of five
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hundred dollars ($500.00) per day for the full duration of the delay, suspension, or
interruption.
c. Contractor may terminate the Contract if, at the Owner’s written direction, the Work is
stopped for thirty (30) consecutive days through no act or fault of the Contractor, their
agents or employees, or a subcontractor or their agents or employees or any other person
performing work pursuant to the Contract Documents. Contractor may terminate the
Contract if a Court or other Public authority having jurisdiction enters a lawful order that
requires all work to be stopped and such stoppage lasts for thirty (30) consecutive days.
d. Either party may terminate this Agreement upon notice to the other party that obligations
pursuant to this Agreement are made impossible due to declarations of emergency by
Orange County or by North Carolina due to events directly impacting Orange County.
Both parties shall remain responsible for all payment and performance due up to the receipt
of such notice, but shall have no further obligation or responsibility beyond that date
provided the terminating party has taken all reasonable steps to complete the performance
of its obligations.
14. ENTIRE AGREEMENT
All of the documents listed, referenced or described in this Agreement, the written Notice-to-
Proceed, together with Modifications made or issued in accordance herewith are the Contract Documents,
and the work, labor, materials and completed construction required by the Contract Documents and all
parts thereof is the Work. The Contract Documents constitute the entire agreement b etween Owner and
Contractor. This Agreement may be amended only by written instrument signed by both parties.
Modifications may be evidenced by facsimile signatures. If any provision of the Agreement shall be
declared invalid or unenforceable, the remainder of the Agreement shall continue in full force and effect.
IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and
date first above written wholly or in a number of counterparts each of which shall, without proof or
accounting for other counterparts, be deemed an original contract.
ORANGE COUNTY CONTRACTOR
____________________________________ ________________________________________
Signature Signature
County Manager
________________________________________
Printed Name and Title
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61
12/16/2025
Project ExecutiveAngelo Bartis
12/23/2025
Revised 01/24
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ORANGE COUNTY—INTERNAL USE ONLY
______________________________________________________________________________
Finance Information
Vendor Name: Sasser Companies, LLC Vendor Contact Person: Angelo Bartis (abartis@sasser247.com) Phone:
336.833.6333 Address: PO Box 10 City Whitsett State: NC Zip: 27377 Department: AMS Amount: 19,895.00 Purpose:
SHSC ASI 002 Reno Budget Code(s): 61370035-892000-30012 Vendor # 65006
Vendor Status with NCSOS: Current - Active Vendor is a BOCC consultant: Yes No
Contract Details
Contract Type: New Amendment (Original Contract: ) (Most Recent Amendment )
Effective Date 12/23/2025 End Date 02/28/2026 Notice Date (Notice Purpose )
Award
Approved by Board (Agenda Date: ); Made or Administered by AMS
Signature Authority
- BOCC Express Delegation (Agenda Date: )
- Policy 9.4: Under $5,000; Service Under $90,000; Construction Under $250,000
- Budget Policy Section XV (Capital Improvement Project: 30012)
Bidding
Informal Bidding ($30k-$90k); Formal RFP ($90k+); Other (<$30k); Exception(# )
Department Affirmation
This agreement is approved as to technical form and content and I as Department Director affirmatively state work on this
project has not been initiated prior to execution of the agreement ; OR
This agreement is approved as to technical form and content . Services related to this agreement have already begun or been
completed. Description of the nature of the emergency condition that was addressed:
Department Director’s Signature ________________________________________ Date: ________
Information Technologies
This agreement has been reviewed and is approved as to information technology content an d specifications:
Office of the Chief Information Officer___________________________________ Date: ________
Inapplicable because no hardware/software purchases or related services
Risk Management
This agreement is approved for sufficiency of insurance standards, specifications, and requirements:
Office of the Risk Management Officer___________________________________ Date: _________
Financial Services
This instrument has been pre-audited in the manner required by the Local Government Budget and Fiscal Control Act:
Office of the Chief Financial Officer ____________________________________ Date: _________
Legal Services
This agreement is approved as to legal form and sufficiency:
Office of the County Attorney __________________________________________Date: ________
Clerk to the Board
All Docusign contracts must be copied to the Clerk upon completion: occlerkdocs@orangecountync.gov
The following signature block is for hard copies only and is not required for Docusign contracts:
Received for record retention:
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61
12/17/2025
12/19/2025
12/19/2025
12/22/2025
Revised 01/24
11
Office of the Clerk to the Board __________________________________________Date:_________
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61
Phone: (336) 449-1144 PO Box 10, Whitsett, NC 27377 Fax: (336) 449-1151
www.SASSER247.com
PROPOSAL
12/11/25
Orange County
Southern Building
Re: Facility’s upfit
Angel Barnes,
Please see the pricing for your office and restroom upfits at the Southern Building in
Chapel Hill. We will repair the sheetrock at the main entry, remove and replace the
sheet vinyl flooring in the restrooms, revise the cabinet under lighting ballast in the lab
area, install Corian countertop material in (2) areas and revise the Dutch door ledge
area!
Cost:$19,895.00
Let me know if you have any questions.
Angie Bartis
Sasser Companies
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61
Orange County Health Department Improvements Smith Sinnett / 2024008
Hillsborough, NC Orange County Asset Management Services
ASI 01 1
ASI 02
ISSUE DATE: December 3rd, 2025
PROJECT: Southern Human Services Health Clinic
Chapel Hill, NC
OWNER: Orange County
131 Margaret Lane
Hillsborough, NC 27278
ARCHITECT: Smith Sinnett Architecture, P.A.
4600 Lake Boone Trail, Suite 205
Raleigh, North Carolina 27607
This ASI shall modify the contract for the above-referenced project. All General, Supplementary and Special
Conditions, etc., as originally specified or as modified below shall apply to these items.
General
1. N/A
Drawings
1. Revised A1-01: Added detail 4 for dutch door shelf modifications.
2. Revised A4-02: Added details 5 and 6 for relocated lighting ballasts and cabinet modifications.
1. Revised A7-02: Flooring replacement scope expanded to include Blood Drawing 402, Toilet 418,
and Toilet 419, per owner request. Flooring legend updated to include Welded Seam Vinyl, and
added Details 3 and 4 for associated transition details.
Specifications
1. Added: 096516 Resilient Sheet Flooring
End of ASI 02
Attached:
Drawings:
A1-01
A4-02
A7-02
Specifications:
096516 Resilient Sheet Flooring
Other:
N/A
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61
EXAM
406 EXAM
407
EXAM
408 NURSE
PRACTITIONER
410
EXAM
413
EXAM
414
STER
415
MEDICAL
SUPPLIES
416
PHARM.
417
CORRIDOR
109
INT.
420D INT.
420C
INT.
420AT.B. / INT.
420F
MED. REC. A
431A
FIN. INT.
432
OFFICE
426
OFFICE
425
OFFICE
424
OFFICE
111
OFFICE
110
LIBRARY
108OFFICE
427
OFFICE
428
TOILET
418
TOILET
419CLINIC MGR.
401
BLOOD
DRAWING
402
LAB
411
LAB TECH.
409
HEALTH ED.
OFFICE
404
HIV
403
A4-01 5
6
A4-01 3
A4-02
2
3
4
1A4-01
AREA NOT IN SCOPE
AREA NOT IN SCOPE
AREA NOT IN SCOPE
HEALTH ED.
SUPPORT
412
INT.
420E
PATIENT ED.
405
LOBBY
400
SUPPORT
430
CORRIDOR
133
CLERICAL
433
A4-01
1
A4-01
7
2
4
1
SUPPORT
429
FINANCE
434
402
A4-013
A4-01
3
A4-01
3
OPP
2 4 3 4 4
4
4
2
5
55
2
5
MED. REC. B
431B
A1-01
3
4
GENERAL CONDITIONS NOTES:
1. EXISTING CONDITIONS DEPICTED HEREIN ARE BASED ON FIELD OBSERVATIONS, FIELD MEASUREMENTS, AND LIMITED
EXISTING DRAWINGS. REFER TO "ADDENDUM 1 - EXISTING DRAWINGS" FOR MORE INFORMATION.
2. GC SHALL MAKE REASONABLE EFFORTS TO MINIMIZE DAMAGE TO EXISTING CONDITIONS, AND SHALL PATCH AND REPAIR
ANYTHING DAMAGED DURING DEMOLTION AND CONSTRUCTION.
3. GC SHALL ALERT THE OWNER TO EXISTING CONDITIONS WHICH MAY HINDER WORK BEFORE PROCEDING WITH WORK.
4. AREAS OF THE BUILDING OUTSIDE OF THE PROJECT'S AREA OF WORK WILL BE OCCUPIED AS WORK IS COMPLETED. GC IS
RESPONSIBLE FOR SCHEDULING WORK WITH THE OWNER TO MINIMIZE DISTURBANCE AND OBSERVE SAFETY
PRECAUTIONS. THE GC IS RESPONSIBLE FOR PROVIDING ITS OWN POWER AND FACILITES. REFER TO PROJECT
SPECIFICATIONS.
5. SEE FINISH SCHEDULE FOR WALL, FLOOR, BASE, AND CEILING TYPES AND FINISHES.
6. FURNITURE AND EQUIPMENT SHOWN DASHED ON PLANS IS NOT IN CONTRACT (NIC). GC TO PROVIDE WOOD BLOCKING
FOR ALL WALL/CEILING MOUNTED ACCESSORIES.
7. FIELD VERIFY FINAL ROOM DIMENSIONS PRIOR TO CASEWORK FABRICATION.
8. STANDARD DOOR DIMENSIONS CONSIDERED, FIELD VERIFY FINAL DOOR AND FRAME DIMENSIONS.
KEYNOTE LEGEND
1 NEW DUTCH DOOR. MODIFY OPENING AS NEEDED FOR NEW DOOR INSTALLATION.
2 2'-0" DEEP BASE CABINETS
3 1'-10" DEEP BASE CABINETS
4 1'-5" DEEP BASE CABINETS
5 2'-6" DEEP BASE CABINETS
5 2'-6" DEEP BASE CABINETS
DOOR 402 TYPE, SCHEDULE AND HARDWARE DETAILS
3' - 0"7' - 0"3' - 2"3' - 10"TRANSACTION TOP,
11" OVERHANG ON
CORRIDOR SIDE
DOOR TYPE -DD FRAME TYPE -HM1
AS SCHEDULED
FIT WITHIN EXISTING R.O.4"2"2"
REMOVE SHELF, SUPPORT BRACKETS, AND ALL
RELATED HARDWARE FROM LAB SIDE OF DUTCH
DOOR. PATCH ALL HOLES IN DOOR LEAVES WITH
WOOD FILLER TO MATCH DOOR FINISH.
REINSTALL SUPPORT
BRACKET
MODIFY SHELF AS
INDICATED BY SOLID
LINES AND REINSTALL
TRIM SUPPORT
BRACKET AND
REINSTALL
1' - 3"
1' - 5"
EXISTING DUTCH DOOR1 1/4"2' - 9 1/2"1 1/4"R 1' - 5"REINSTALL DUTCH
DOOR HARDWARE This drawing and the design shown is the property of Smith Sinnett Architecture, P.A. the reproduction or use of this property without the written consent of the Architect is prohibited. Any infringement of the ownership rights will be subject to legal action. All copies of this drawing must be returned to the Architect at the completion of the contract.Smith Sinnett Architecture, P.A. 2025THIS DRAWING IS FORMATTED TO BE PRINTED ON A 30" X 42" SHEETDRAWN BY:
CHECKED BY:
DESCRIPTIONDATEID
T 919 781 8582
4600 Lake Boone Trail
Suite 205
Raleigh, NC 27607
info@smithsinnett.com
ITB 367-OC5452C:\Users\aharris\OneDrive - Smith Sinnett\Documents\2020072 SHSC-Health Department_aharrisJYAPV.rvt12/3/2025 10:03:16 AMA1-01ORANGE COUNTY HELATH DEPARTMENT IMPROVEMENTSFLOOR PLANSOUTHERN HUMAN SERVICES HEALTH CLINIC2024008 09 OCT 20252501 Homestead Rd, Chapel Hill, NC. 27516CONSTRUCTION DOCUMENTNB
DWREGISTEREDARCHITECTURALCORPORATION
NO RTHCAROLINAARCHITE CTU ,P A
RALEIGH50172CERT. NO.RE
SINETTNSMIHT3/16" = 1'-0"A1-01
1 FLOOR PLAN
0 1'8'16'4'
DOOR SCHEDULE
MARK
DOOR
WIDTH
DOOR
HEIGHT
DOOR
THICKNESS
DOOR
MATERIAL
DOOR
TYPE
FRAME
TYPE
FRAME
MATERIAL
HARDWARE
SET
402 3' - 0" 7' - 0" 1 3/4" WD DD HM1 HM 03
4 12/3/2025 ASI 02
3/4" = 1'-0"A1-01
3 DUTCH DOOR SHELF DETAIL
4
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61
DESCRIPTIONMARK
CASEWORK LEGEND:
1'-1" DEEP WALL CABINET; TWO HINGED DOORS & TWO ADJUSTABLE
SHELVES. PROVIDE FIXED VERTICAL DIVIDER IN UNITS MORE THAN
3'-0" WIDE. HEIGHT/WIDTH VARIES. FOR HEIGHTS OVER 4'-0" INCREASE TO
THREE ADJUSTABLE SHELVES.
1. ALL CASEWORK SHOWN IS MANUFACTURED PLASTIC LAMINATE CASEWORK,
TYPICAL UNLESS NOTED OTHERWISE.
2. ALL CASEWORK SHALL HAVE WHITE MELAMINE INTERIORS, AND SOFT CLOSE
DRAWERS AND HINGES, AND FULL EXTENSION DRAWER GLIDES.
3. ALL WALL-MOUNTED ACCESSORIES, INCLUDING BUT NOT LIMITED TO, SOAP
DISPENSERS, PAPER TOWEL DISPENSERS, SHARPS CONTAINERS, AND SPECIMEN
PASS-THRUS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. IF SUCH
ACCESSORIES IMPEDE ACCESS TO AREA OF WORK, GC SHALL UNINSTALL, STORE
ONSITE, AND REINSTALL.
4. ALL CASEWORK SHOWN IS A LIKE-FOR-LIKE REPLACEMENT OF EXISTING
CASEWORK. DEMOLISH EXISTING CASEWORK PRIOR TO INSTALLATION OF NEW.
INDICATES FINISHED FACE
PL-1
MANUFACTURER: FORMICA
COLOR: OILED LAGNO
SS-1
MANUFACTURER: CORIAN
COLOR: ARTISTA SAGE
ALL CTOPS SHALL HAVE MATCHING 4" BACKSPLASH, TYP, AND SIDESPLASH AT SIDE WALLS UNLESS
NOTED OTHERWISE.
WHERE UNDER-CABINET LIGHTING IS INDICATED, PROVIDE 'LITHONIA RAZ UNDERCABINET LED' STRIP
FIXTURES FULL LENGTH OF UPPER CABINETS, CONNECT TO EXISTING ELECTRICAL
ALL PRODUCTS DESCRIPED BELOW ARE BASIS OF DESIGN. REFER TO PROJECT SPECIFICATIONS
FOR ACCEPTABLE ALTERNATES.
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
B11
W1
W2
W3
1'-1" DEEP WALL CABINET; OPEN SHELVING; TWO ADJUSTABLE SHELVES.
HEIGHT/WIDTH VARIES. FOR HEIGHTS OVER 4'-0" INCREASE TO THREE
ADJUSTABLE SHELVES.
2'-6" DEEP BASE CABINET; TWO PULL-OUT SHELVES AND TWO 6" HIGH
DRAWERS. HEIGHT/WIDTH VARIES.
1'-1" DEEP WALL CABINET; ONE HINGED DOOR & TWO ADJUSTABLE
SHELVES. HEIGHT/WIDTH VARIES. FOR HEIGHTS OVER 4'-0" INCREASE TO
THREE ADJUSTABLE SHELVES.
1'-5" DEEP SINK BASE CABINET; TWO HINGED DOORS AND ONE 6" HIGH FALSE
DRAWER. HEIGHT/WIDTH VARIES.
1'-10" DEEP BASE CABINET; TWO HINGED DOORS AND ONE ADJUSTABLE
SHELF. PROVIDE FIXED VERTICAL DIVIDER IN UNITS MORE THAN 3'-0" WIDE.
HEIGHT/WIDTH VARIES.
2'-0" DEEP BASE CABINET; TWO HINGED DOORS AND TWO 6" HIGH DRAWERS
AND ONE ADJUSTABLE SHELF. PROVIDE FIXED VERTICAL DIVIDER IN UNITS
MORE THAN 3'-0" WIDE. HEIGHT/WIDTH VARIES.
2'-6" DEEP BASE CABINET; ONE HINGED DOOR AND ONE 6" HIGH DRAWER AND
ONE ADJUSTABLE SHELF. HEIGHT/WIDTH VARIES.
1'-5" DEEP BASE CABINET; ONE 6" HIGH DRAWER AND OPEN KNEE SPACE
BELOW. HEIGHT/WIDTH VARIES.
1'-10" DEEP DRAWER BASE CABINET; THREE EQUAL DRAWERS AS PER
ELEVATIONS. HEIGHT/WIDTH VARIES.
2'-0" DEEP BASE CABINET; ONE HINGED DOOR AND ONE 6" HIGH DRAWER AND
ONE ADJUSTABLE SHELF. HEIGHT/WIDTH VARIES.
2'-6" DEEP ADA COMPLIANT SINK BASE CABINET; TWO HINGED DOORS AND
ONE FALSE DRAWER; DOORS OPEN TO FLOOR, EXTEND FLOORING BELOW
CABINET; PROVIDE INTEGRAL TOE-KICK
2'-6" DEEP BASE CABINET; ONE SLIDE-OUT SHELF. HEIGHT/WIDTH VARIES.
2'-0" DEEP ADA COMPLIANT SINK BASE CABINET; TWO HINGED DOORS AND
ONE FALSE DRAWER; DOORS OPEN TO FLOOR, EXTEND FLOORING BELOW
CABINET; PROVIDE INTEGRAL TOE-KICK
3' - 6"W1 W2
B11
2' - 8"1' - 3"
2' - 6"2' - 6"2' - 6"8' - 6"1 1/2"
UNDER CABINET LIGHTING
SS-1 CTOP
PL-1 CABINET
PL-1 CABINET
EXISTING SOFFIT
SLIDE-OUT
SHELF
SLIDE-OUT
SHELF
1 1/2"
RB-1
A4-02
6
SIM
4
SS-1 CTOP
3' - 4"
W1W2
B8 B10
2' - 2"2' - 6"2' - 6"3' - 6"8' - 6"SLIDE-OUT
SHELF
8 1/2"
B9
2' - 10"1' - 5 1/2"
W1 W2
1 1/2"
1' - 11"3' - 0"1' - 11"
1 1/2"
B10 B11
SLIDE-OUT
SHELF
1' - 7"3' - 4"
W1
UNDER CABINET LIGHTING
1 1/2"
SLIDE-OUT
SHELF
8' - 4 1/2"
SLIDE-OUT
SHELF2' - 10"PL-1 CABINET
PL-1 CABINET
EXISTING SOFFIT
1 1/2"
SS-1 CTOP
UNDER CABINET LIGHTING
4' - 5"
RB -1
3' - 0"6' - 11 1/2"
PL-1 CABINET
PL-1 CABINET
EXISTING SOFFIT
P1
2
A4-02
6
SIM
A4-02
6
SIM
4
3' - 6"B11B8
SS-1 CTOP
EQUPIMENT
BY ONWER2' - 6"2' - 6"W1 W1 W1 W1 W1
+/- 1"
2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"
3' - 0"3' - 2"3' - 2"
SLIDE-OUT
SHELF8' - 6"+/- 1"
11"2' - 3"
B9 B10 B11
UNDER CABINET LIGHTING
+/- 1"V.I.F
12' - 7 7/8"
SLIDE-OUT SHELF
SLIDE-OUT SHELF
SLIDE-OUT SHELF
SLIDE-OUT SHELF2' - 10"PL-1 CABINET
PL-1 CABINET
EXISTING SOFFIT
+/- 1"
RB-1
NO SIDE SPLASH
P1
EXISTING EYE-WASH
TO REMAIN
2
B11
2' - 6"
SS-1 CTOP
3' - 6"2' - 6"2' - 6"8' - 6"2' - 8"1' - 3"
UNDER CABINET LIGHTING
W1 W2
1 1/2"
EXISTING SOFFIT
PL-1 CABINET
SLIDE-OUT SHELF
SLIDE-OUT SHELF
PL-1 CABINET
1 1/2"
RB-1
A4-02
6
SIM
4EXISTING PARTITION
WALL CABINETS,
REFER TO ELEVATIONS UNDER CABINET
LIGHTING, BELOW
REMOVABLE ACCESS
PANEL, EXPOSED
FACE TO MATCH
ADJACENT CABINETS
WOOD BLOCKING EITHER
SIDE OF BALLAST
LIGHTING BALLAST
EXISTING SOFFIT
EXISTING PARTITION
REMOVABLE ACCESS PANEL,
EXPOSED FACE TO MATCH
ADJACENT CABINETS
WALL CABINET, REFER
TO ELEVATIONS
UNDER CABINET
LIGHTING
ROUTE WIRING THROUGH
CABINET BOTTOM AND SIDE
WOOD BLOCKING
LIGHTING BALLAST
5
A4-02 This drawing and the design shown is the property of Smith Sinnett Architecture, P.A. the reproduction or use of this property without the written consent of the Architect is prohibited. Any infringement of the ownership rights will be subject to legal action. All copies of this drawing must be returned to the Architect at the completion of the contract.Smith Sinnett Architecture, P.A. 2025THIS DRAWING IS FORMATTED TO BE PRINTED ON A 30" X 42" SHEETDRAWN BY:
CHECKED BY:
DESCRIPTIONDATEID
T 919 781 8582
4600 Lake Boone Trail
Suite 205
Raleigh, NC 27607
info@smithsinnett.com
ITB 367-OC5452C:\Users\aharris\OneDrive - Smith Sinnett\Documents\2020072 SHSC-Health Department_aharrisJYAPV.rvt12/3/2025 10:03:18 AMA4-02ORANGE COUNTY HELATH DEPARTMENT IMPROVEMENTSCASEWORK
ELEVATIONSSOUTHERN HUMAN SERVICES HEALTH CLINIC2024008 09 OCT 20252501 Homestead Rd, Chapel Hill, NC. 27516CONSTRUCTION DOCUMENTNB
DWREGISTEREDARCHITECTURALCORPORATION
NO RTHCAROLINAARCHITE CTU ,P A
RALEIGH50172CERT. NO.RE
SINETTNSMIHT1/2" = 1'-0"A4-02
3 LAB 411 - EAST
1/2" = 1'-0"A4-02
4 LAB 411 - NORTH
1/2" = 1'-0"A4-02
2 LAB 411 - SOUTH
1/2" = 1'-0"A4-02
1 LAB 411 - WEST
2 04/25/2025 ADDENDUM 2
4 12/3/2025 ASI 02
1 1/2" = 1'-0"A4-02
5 TYP CORNER CABINET - PLAN
1 1/2" = 1'-0"A4-02
6 TYP CORNER CABINET - SECTION
4
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61
EXAM
406
EXAM
407
EXAM
408
NURSE
PRACTITIONER
410
EXAM
413
EXAM
414
STER
415
MEDICAL
SUPPLIES
416
PHARM.
417
CORRIDOR
109
INT.
420D
INT.
420C
INT.
420A
T.B. / INT.
420F
MED. REC. A
431A
FIN. INT.
432
OFFICE
426
OFFICE
425
OFFICE
424
OFFICE
111
OFFICE
110
LIBRARY
108
OFFICE
427
OFFICE
428
TOILET
418
TOILET
419CLINIC MGR.
401
BLOOD DRAWING
402 LAB
411
LAB TECH.
409
HEALTH ED.
OFFICE
404
HIV
403
AREA NOT IN SCOPE
AREA NOT IN SCOPE
AREA NOT IN SCOPE
HEALTH ED.
SUPPORT
412
INT.
420E
PATIENT ED.
405
LOBBY
400
SUPPORT
430
CORRIDOR
133
T1 T1 T1 T1 T1 T1 T1 T1
T1
T1
T1
T1
T1
T1 T1
T1
CLERICAL
433
T1T1T1T1
T1
T1
MED. REC. B
431B
FINANCE
434
3
3
3
3 3 3 3 3
3
3
33
3
3
3
4FULL ROLL WIDTHFULL ROLL WIDTHWS WS
T2T2EQFULL ROLL WIDTHEQWS
WS
4
T2
T3
RESILIENT TRANSITION STRIP -
JOHNSONITE SLT-XX-C,
LOCATE UNDER DOOR, TYP
EXISTING CARPETLVT-1 ; TERMINATE
UNDER TRANSITION
CONC FLOOR SLAB
1
1
FLOORING LEGEND
REMOVE EXISTING CARPET AND RUBBER BASE. REPLACE WITH NEW LVT -1
AND RB-1. HATCH INDICATES FLOORING INSTALLATION DIRECTION.
NEW CHAIR RAIL (CR-1), 29-35" A.F.F.
INDICATES OPEN KNEE SPACE, CONTINUE FLOORING UNDER COUNTERTOP
LVT-1
LUXURY VINYL TILE
MANUFACTURER: TBD
PRODUCT: TBD
COLOR: TO BE SELECTED BY OWNER
CONTACT: TBD
RB-1
RUBBER BASE
MANUFACTURER: JOHNSONITE
PRODUCT: TRAD. DURACOVE 4"
COLOR: GREY 48
CONTACT: STEPHANIE HARRIS, 910-710-3900
STEPHANIE.HARRIS@TARKETT.COM
ALL PRODUCTS DESCRIPED BELOW ARE BASIS OF DESIGN. REFER TO PROJECT SPECIFICATIONS
FOR ACCEPTABLE ALTERNATES.
CR-1
CHAIR RAIL
MANUFACTURER: INPRO
PRODUCT: 1600 SERIES WALL GUARD
COLOR: CASTLE 0256
WSV-1
WELDED SEAM VINYL
MANUFACTURER: LONSEAL
PRODUCT: LONSTRAND
COLOR: WINTER TRAIL
CONTACT: KING BOSTROM, 919-606-6213
KING@KINGBOSTROM.COM
LVT TO CPT TRANSITION STRIP, REFER TO T1
REMOVE EXISTING VINYL FLOORING AND RUBBER BASE. REPLACE WITH NEW
LVT -1 AND RB-1, REFER TO SYMBOL FOR FLOORING INSTALLATION DIRECTION.
/2 A7-02
FLOORING INSTALLATION DIRECTION
REMOVE EXISTING WELDED SEAM FLOORING AND RUBBER BASE. REPLACE
WITH NEW WSV -1 AND FLASH COVED BASE, REFER TO SYMBOL FOR FLOORING
INSTALLATION DIRECTION.
VCT TO WSV TRANSITION STRIP, REFER TO T2 /3 A7-02
4
MANUFACTURER'S STANDARD WELDED SEAMWS
LVT TO WSV TRANSITION STRIP, REFER TO T3 /4 A7-02
RESILIENT TRANSITION STRIP -
JOHNSONITE SLT-XX-B,
LOCATE UNDER DOOR, TYP
EXISTING VCTWSV-1 ; TERMINATE
UNDER TRANSITION
CONC FLOOR SLAB
RESILIENT TRANSITION STRIP -
JOHNSONITE SLT-XX-B,
LOCATE UNDER DOOR, TYP
LVTWSV-1 ; TERMINATE
UNDER TRANSITION
CONC FLOOR SLAB This drawing and the design shown is the property of Smith Sinnett Architecture, P.A. the reproduction or use of this property without the written consent of the Architect is prohibited. Any infringement of the ownership rights will be subject to legal action. All copies of this drawing must be returned to the Architect at the completion of the contract.Smith Sinnett Architecture, P.A. 2025THIS DRAWING IS FORMATTED TO BE PRINTED ON A 30" X 42" SHEETDRAWN BY:
CHECKED BY:
DESCRIPTIONDATEID
T 919 781 8582
4600 Lake Boone Trail
Suite 205
Raleigh, NC 27607
info@smithsinnett.com
ITB 367-OC5452C:\Users\aharris\OneDrive - Smith Sinnett\Documents\2020072 SHSC-Health Department_aharrisJYAPV.rvt12/3/2025 10:03:21 AMA7-02ORANGE COUNTY HELATH DEPARTMENT IMPROVEMENTSFLOORING PLAN
AND DETAILSSOUTHERN HUMAN SERVICES HEALTH CLINIC2024008 09 OCT 20252501 Homestead Rd, Chapel Hill, NC. 27516CONSTRUCTION DOCUMENTNB
DWREGISTEREDARCHITECTURALCORPORATION
NO RTHCAROLINAARCHITE CTU ,P A
RALEIGH50172CERT. NO.RE
SINETTNSMIHT3/16" = 1'-0"A7-02
1 FLOORING PLAN
3" = 1'-0"A7-02
2 T1 - LVT TO CPT THRESHOLD DETAIL
0 1'8'16'4'
1 04/18/2025 ADDENDUM 1
3 10/9/2025 ASI 01
4 12/3/2025 ASI 02
3" = 1'-0"A7-02
3 T2 - VCT TO WSV THRESHOLD DETAIL
4
3" = 1'-0"A7-02
4 T3 - LVT TO WSV THRESHOLD DETAIL
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61
Orange County Health Department Improvements Smith Sinnett / 2024008
Hillsborough, NC Orange County Asset Management Services
RESILIENT SHEET FLOORING 09 65 16 - 1
SECTION 09 65 16 - RESILIENT SHEET FLOORING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Vinyl sheet floor covering, with backing.
2. Integral flash cove base.
B. Related Sections:
1. Division 09 Section "Resilient Base and Accessories" for transition strips, and other accessories
installed with resilient floor coverings.
2. Division 09 Section "Resilient Tile Flooring" for resilient floor tile.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Shop Drawings: For each type of floor covering. Include floor covering layouts, locations of seams,
edges, columns, doorways, enclosing partitions, built-in furniture, cabinets, and cutouts.
1. Show details of special patterns.
C. Samples for Initial Selection: For each type of floor covering indicated.
D. Samples for Verification: In manufacturer's standard size, but not less than 6-by-9-inch sections of each
different color and pattern of floor covering required.
1. For heat-welding bead, manufacturer's standard-size Samples, but not less than 9 inches long, of
each color required.
E. Seam Samples: For seamless-installation technique indicated and for each floor covering product, color,
and pattern required; with seam running lengthwise and in center of [6-by-9-inch] Sample applied to a
rigid backing and prepared by Installer for this Project.
F. Qualification Data: For qualified Installer.
G. Maintenance Data: For each type of floor covering to include in maintenance manuals.
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61
Orange County Health Department Improvements Smith Sinnett / 2024008
Hillsborough, NC Orange County Asset Management Services
RESILIENT SHEET FLOORING 09 65 16 - 2
1.4 QUALITY ASSURANCE
A. Installer Qualifications: A qualified installer who employs workers for this Project who are competent in
techniques required by manufacturer for floor covering installation and seaming method indicated.
1. Engage an installer who employs workers for this Project who are trained or certified by floor
covering manufacturer for installation techniques required.
B. Fire-Test-Response Characteristics: As determined by testing identical products according to
ASTM E 648 or NFPA 253 by a qualified testing agency.
1. Critical Radiant Flux Classification: Class I, not less than 0.45 W/sq. cm.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Store floor coverings and installation materials in dry spaces protected from the weather, with ambient
temperatures maintained within range recommended by manufacturer, but not less than 50 deg F or more
than 90 deg F. Store rolls upright.
1.6 PROJECT CONDITIONS
A. Maintain ambient temperatures within range recommended by manufacturer, but not less than 70 deg F
or more than 85 deg F, in spaces to receive floor coverings during the following time periods:
1. 48 hours before installation.
2. During installation.
3. 48 hours after installation.
B. Until Substantial Completion, maintain ambient temperatures within range recommended by
manufacturer, but not less than 55 deg F or more than 95 deg F.
C. Close spaces to traffic during floor covering installation.
D. Close spaces to traffic for 48 hours after floor covering installation.
E. Install floor coverings after other finishing operations, including painting, have been completed.
PART 2 - PRODUCTS
2.1 VINYL SHEET FLOOR COVERING WSV-1
A. Products: Subject to compliance with requirements, provide one of the following:
1. Lonseal, Inc.; Lonstrand Topseal (Basis of Design) or Lonwoven Topseal.
2. Mohawk Group, Inc.; Sisalana II.
3. Tarkett, Inc.; Acczent Woods.
B. Vinyl Sheet Floor Covering with Backing: ASTM F 1303.
1. Wear-Layer Thickness: Grade 1.
2. Overall Thickness: 2 mm.
C. Sheet Width: As standard with manufacturer 6.5 feet.
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61
Orange County Health Department Improvements Smith Sinnett / 2024008
Hillsborough, NC Orange County Asset Management Services
RESILIENT SHEET FLOORING 09 65 16 - 3
D. Seaming Method: Heat welded.
E. Colors and Patterns: As selected by Architect from full range of industry colors.
2.2 INSTALLATION MATERIALS
A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement based or blended
hydraulic-cement-based formulation provided or approved by manufacturer for applications indicated.
B. Adhesives: Water-resistant type recommended by manufacturer to suit floor covering and substrate
conditions indicated.
1. Use adhesives that have a VOC content of not more than 50 g/L when calculated according to
40 CFR 59, Subpart D (EPA Method 24).
C. Seamless-Installation Accessories:
1. Heat-Welding Bead: Manufacturer's solid-strand product for heat welding seams.
a. Color: As selected by Architect from manufacturer's full range to match floor covering.
D. Integral-Flash-Cove-Base Accessories:
1. Cove Strip: 1-inch radius provided or approved by manufacturer.
2. Cap Strip: Square metal, vinyl, or rubber cap provided or approved by manufacturer.
3. Corners: Metal inside and outside corners and end stops provided or approved by manufacturer.
E. Floor Polish: Provide protective liquid floor polish products as recommended by manufacturer.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, with Installer present, for compliance with requirements for maximum moisture
content and other conditions affecting performance of the Work.
B. Verify that finishes of substrates comply with tolerances and other requirements specified in other
Sections and that substrates are free of cracks, ridges, depressions, scale, and foreign deposits that might
interfere with adhesion of floor coverings.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of floor coverings.
B. Concrete Substrates: Prepare according to ASTM F 710.
1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners.
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61
Orange County Health Department Improvements Smith Sinnett / 2024008
Hillsborough, NC Orange County Asset Management Services
RESILIENT SHEET FLOORING 09 65 16 - 4
2. Remove substrate coatings and other substances that are incompatible with adhesives and that
contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do
not use solvents.
3. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. Proceed with
installation only after substrates pass testing.
4. Moisture Testing: Perform tests recommended by manufacturer[ and as follows]. Proceed with
installation only after substrates pass testing.
a. Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with installation only
after substrates have maximum moisture-vapor-emission rate of [3 lb of water/1000 sq. ft.]
in 24 hours.
b. Perform relative humidity test using in situ probes, ASTM F 2170. Proceed with
installation only after substrates have a maximum [75 percent] relative humidity level
measurement.
C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound and
remove bumps and ridges to produce a uniform and smooth substrate.
D. Do not install floor coverings until they are same temperature as space where they are to be installed.
1. Move floor coverings and installation materials into spaces where they will be installed at least 48
hours in advance of installation.
E. Sweep and vacuum clean substrates to be covered by floor coverings immediately before installation.
3.3 FLOOR COVERING INSTALLATION
A. Comply with manufacturer's written instructions for installing floor coverings.
B. Unroll floor coverings and allow them to stabilize before cutting and fitting.
C. Lay out floor coverings as follows:
1. Maintain uniformity of floor covering direction.
2. Minimize number of seams; place seams in inconspicuous and low-traffic areas, at least 6 inches
away from parallel joints in floor covering substrates.
3. Match edges of floor coverings for color shading at seams.
4. Avoid cross seams.
D. Scribe and cut floor coverings to butt neatly and tightly to vertical surfaces, permanent fixtures, and built-
in furniture including cabinets, pipes, outlets, and door frames.
E. Extend floor coverings into toe spaces, door reveals, closets, and similar openings.
F. Maintain reference markers, holes, or openings that are in place or marked for future cutting by repeating
on floor coverings as marked on substrates. Use chalk or other nonpermanent marking device.
G. Install floor coverings on covers for telephone and electrical ducts and similar items in installation areas.
Maintain overall continuity of color and pattern between pieces of floor coverings installed on covers and
adjoining floor covering. Tightly adhere floor covering edges to substrates that abut covers and to cover
perimeters.
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61
Orange County Health Department Improvements Smith Sinnett / 2024008
Hillsborough, NC Orange County Asset Management Services
RESILIENT SHEET FLOORING 09 65 16 - 5
H. Adhere floor coverings to substrates using a full spread of adhesive applied to substrate to produce a
completed installation without open cracks, voids, raising and puckering at joints, telegraphing of
adhesive spreader marks, and other surface imperfections.
I. Seamless Installation:
1. Heat-Welded Seams: Comply with ASTM F 1516. Rout joints and use welding bead to
permanently fuse sections into a seamless floor covering. Prepare, weld, and finish seams to
produce surfaces flush with adjoining floor covering surfaces.
2. Chemically-Bonded Seams: Bond seams with chemical-bonding compound to permanently fuse
sections into a seamless floor covering. Prepare seams and apply compound to produce tightly-
fitted seams without gaps, overlays, or excess bonding compound on floor covering surfaces.
J. Integral-Flash-Cove Base: Cove floor coverings [6 inches] [dimension indicated] up vertical surfaces.
Support floor coverings at horizontal and vertical junction by cove strip. Butt at top against cap strip.
1. Install metal corners at inside and outside corners.
3.4 CLEANING AND PROTECTION
A. Comply with manufacturer's written instructions for cleaning and protection of floor coverings.
B. Perform the following operations immediately after completing floor covering installation:
1. Remove adhesive and other blemishes from floor covering surfaces.
2. Sweep and vacuum floor coverings thoroughly.
3. Damp-mop floor coverings to remove marks and soil.
C. Protect floor coverings from mars, marks, indentations, and other damage from construction operations
and placement of equipment and fixtures during remainder of construction period.
D. Floor Polish: Remove soil, visible adhesive, and surface blemishes from floor covering before applying
liquid floor polish.
1. Apply [one] [two] [three] coat(s).
E. Cover floor coverings until Substantial Completion.
END OF SECTION 09 65 16
Docusign Envelope ID: 04F3EBB0-678B-4F1A-A4C9-8379527DEA61