SCO-22-25242-01D-ADD #1.pdf

Samarcand Training Academy Administration Building Repairs Smith Sinnett: 2022022 North Carolina Department of Public Safety SCO ID#: 22-25242-01D

ADDENDUM 1 ADD 1-1

ADDENDUM 1 August 21st, 2025

Samarcand Training Academy Administration Building Repairs

SCO #: 22-25242-01D

LOCATION: Samarcand Training Academy Administration Building 157 Eagle Lane Biscoe, North Carolina 27209

OWNER: North Carolina Department of Public Safety

512 N. Salisbury Street, Floor 2 Raleigh, NC 27604

ARCHITECT: Smith Sinnett Architecture, P.A.

4600 Lake Boone Trail, Suite 205 Raleigh, NC 27607 Phone: (919) 781-8582

BIDS DUE: August 28th, 2025, 2:00pm

North Carolina Department of Public Safety Conference Room of the Samarcand Training Academy Administration Building

3600 Samarcand Road Jackson Springs, NC 27281

Among other items, this Addendum addresses issues raised at the Pre-Bid Conference held on August 19th, at 11:00am. Pre-Bid notes and sign-in sheet of attendees are attached.

This Addendum, applicable to the work designed below, shall be understood to be and is an addendum and shall be part of and included in 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. ADDITION: The Previous Addendum 1, issued on July 25th, 2025, applicable to the work designed below, shall be understood to be and is an addendum and shall still be part of and included in the contract for the above-referenced project. The Previous Addendum 1 is attached for reference.

2. ADDITION: The Previous Addendum 2, issued on August 6th, 2025, applicable to the work designed below, shall be understood to be and is an addendum and shall still be part of and included in the contract for the above-referenced project. The Previous Addendum 2 is attached for reference.

3. ADDITION: The Previous Addendum 3, issued on August 15th, 2025, applicable to the work designed below, shall be understood to be and is an addendum and shall still be part of and included in the contract for the above-referenced project. The Previous Addendum 3 is attached for reference.

End of Addendum 1

ADDENDUM 1 ADD 1-2

Attachments:

Pre-Bid Notes: 4 pages Pre-Bid Sign-in sheet 1 page Previous Addendum 1 22 pages Previous Addendum 2 1 pages Previous Addendum 3 5 pages

Smith Sinnett Architecture, P.A. | 4600 Lake Boone Trail, Suite 205, Raleigh, North Carolina 27607 | HUB Certified 1

PRE-BID CONFERENCE AGENDA

SAMARCAND ADMINISTRATION BUILDING STRUCTURAL REPAIRS

Date: July 23, 2025 | 1:00 pm August 5th, 2025 | 10:00 am. Refer to Addendum 1, Item 2.

August 19th, 2025 | 11:00 am. Refer to Addendum 3, Item 2.

Location: 157 Eagle Lane, Biscoe, North Carolina 27209

Owner: North Carolina Department of Public Safety 512 N Salisbury St 2nd Floor Raleigh, NC 27604

Architect: Smith Sinnett Architecture, P.A.

4600 Lake Boone Trail, Suite 205 Raleigh, NC 27607 Phone: (919) 781-8582

Robert Carmac, AIA, LEED AP BD+C, CSI, CDT- Project Architect

On behalf of the Owner and Smith Sinnett Architecture, we would like to thank you for your interest and attendance at this Pre-Bid Conference.

I Bid:

Sealed Bids from Single Prime Contractors will be received and publicly opened at:

2:00 p.m. on August 14th, 2025 2:00 p.m. on August 28th, 2025. Refer to Addendum 3, Item 1.

Administration Building Conference Room

II Bid Day Documents:

1. PROPOSAL FORM (Pages 1-4)

a. Page 1 – Provide Subcontractor information: Plumbing Subcontractor, Mechanical

Subcontractor, Electrical Subcontractor.

b. Page 2– Fill out all alternates.

c. Page 2 – Acknowledge that allowance amount has been included in the base bid.

d. Page 2 – Fill out Unit Price amount. Amount shall be for unit amount indicated.

e. Page 3 - Provide the appropriate Affidavit A or Affidavit B.

f. Page 4 – Completely fill out. Ensure that Corporate seal is provided. Acknowledge that

Addendums have been received and incorporated into the bid.

2. Minority Business Participation Form and/or Affidavit

a. Identification of HUB Certified / Minority Business Participation Form Required.

i. Name on Form must be the exact name as provided to the NC Office for HUB

3. Form of Bid Bond (5%) or Certified Check (5%) – Use Provided Form in the Project Manual. Note AIA Bid Bond Form will not be accepted.

4. Bid envelope should be sealed with the following information listed on the outside of the envelope.

a. Bidder’s Name and Address

b. North Carolina Contractor’s License Number

Smith Sinnett Architecture, P.A. | 4600 Lake Boone Trail, Suite 205, Raleigh, North Carolina 27607 | HUB Certified 2

c. Name of Project

5. If awarded the Contract, the Bidder must provide an executed Performance Bond and Payment

Bond for 100% of the Contract by a company licensed in North Carolina.

a. 2 separate Bonds must be provided.

6. Certificates of Insurance meeting the requirements indicated in the Specifications will also be required. Refer to Article 34 of the General Conditions. 30 days notification by certified mail return receipt requested of any (including nonpayment of premium) cancellation, reduction, or elimination of the required policies.

7. Any bids that have qualifying notes or comments will be rejected.

III Bid Opening:

1. For mailed bids:

a. It’s the contractor’s responsibility to ensure the bid arrives prior to the bid opening time. If you wish to send your bid via US Mail, FedEx or UPS, please allow several days for delivery since the bid must be received (NOT postmarked) by the date and time stated in the solicitation.

b. Place bid in a double envelope with “Sealed Bid Do Not Open” written on the envelope.

c. Sealed envelopes will be held and unsealed at the bid opening time.

d. Project Name must be clearly marked on the outside of the sealed envelope.

e. Address envelope to William J. Seawell, 3600 Samarcand Road, Jackson Springs, NC

27281.

2. For delivered bids:

a. The bid opening location is at the Administration Building Conference Room 3600 Samarcand Road, Jackson Springs, NC 27281

b. Plan to arrive at least 30 minutes in advance of the bid opening to allow time to process through the security gate, park and then gain access to the building.

IV Schedule:

1. No bid may be withdrawn after the closing time for the receipt of bids for a period of 60 days.

2. Supplementary General Conditions:

a. Date of Final Acceptance: 180 consecutive calendar days from anticipated Notice to Proceed.

V Liquidated Damages:

1. Supplementary General Conditions:

a. $250.00 each calendar day in excess of the stated completion time.

VI Examination of Bid Documents:

1. All Bidders are expected to fully examine and familiarize themselves with the Drawings, Specifications and Existing Conditions. All Bidders should read the scopes of the bid package.

Any questions or clarifications should be directed to the Architect. No allowances will be made after the bids are received for any oversight due to failure to examine the documents.

VII Substitutions:

1. Substitutions or approvals of “Equals” will only be accepted if approved by the Architect in writing at least 10 days prior to the receipt of bids.

VIII Technical Questions:

1. Technical questions shall be submitted to Architect as soon as possible by email or phone.

rcarmac@smithsinnett.com and facosta@smithsinnett.com

(919) 781-8582

Smith Sinnett Architecture, P.A. | 4600 Lake Boone Trail, Suite 205, Raleigh, North Carolina 27607 | HUB Certified 3

2. Last day for questions shall be August 19th by 5:00 pm.

3. The Last Addendum will tentatively be issued August 21st by 9:00 am.

IX Construction Documents:

1. Construction Documents may be ordered from:

Smith Sinnett Architecture 4600 Lake Boone Trail, Suite 205 Raleigh, NC 27607 919-781-8582

2. Electronic Copies of the Plans and Specifications are available upon request and with a completed Plan Request Form found at www.smithsinnett.com under the Documents Tab.

X Addenda:

1. Addenda will be emailed to everyone on the Architect’s plan holders list that has requested access to the Construction Documents

2. Addenda can also be downloaded from: www.smithsinnett.com under the Documents Tab.

3. An addenda will be issued to address any questions raised today.

XI Bidders List:

1. Bidders List can be downloaded from www.smithsinnett.com under the Documents Tab.

XII Owner Related Items:

1. Construction testing shall be Contracted by Owner. The Contractor is responsible for the coordination and cost of any failed test.

XIII Special Conditions: Section 00 09 10

1. Project Manager Qualifications are a requirement for this project.

2. Superintendent Qualifications are a requirement for this project.

3. Coordination and Cooperation with Other Contractors: Prime Contractor shall be aware that the

Owner has or may engage other contractors to accomplish work concurrently with the Work of this project, which will have a direct effect on the accomplishment of the Work of this project.

Contractors will be required to cooperate and coordinate with these other contractors during the course of the project to avoid delays in the work of this project of that of the other contractors.

4. Underground Services: Prime Contractor and all subcontractors shall field locate all underground services whether shown on drawings or not, including, but not limited to the following: utilities, underground wire, fiber optic lines, cable, conduit, and pipe, prior to initiating any excavation on any area of the proposed site. Provide and pay for underground utility locator service, metal detectors and hand digging as necessary to satisfy above requirements. Prime Contractor (s) and their subcontractors shall be responsible for utility services damaged during construction and shall repair at their own expense any utility services damaged by their work. Repairs shall be completed within 24 hours or less.

XIV Project Specifics:

1. Base Bid:

This project consists of repairs and alterations within the existing Classroom Building, approximately 8,720 SF for the Samarcand Training Academy for Safer Schools. The project is located at the old East Montgomery High School in Biscoe, NC. The facility is currently Educational, and the new occupancy is Business. There is no change to fire protection, accessibility and means of egress. The scope of the existing building shall consist of structurally repairing the southern exterior wall. The scope of the structural repair requires the demolition of portion of the existing concrete slab, portions of CMU wall, floor finishes in southern building

Smith Sinnett Architecture, P.A. | 4600 Lake Boone Trail, Suite 205, Raleigh, North Carolina 27607 | HUB Certified 4 spaces, portions of lay-in ceiling and light fixtures in southern spaces back to the home run junction box. The scope of the new work consists of new concrete slab, new helical footing piers, and new reinforcing back to existing footing. The project includes all other work as shown, indicated or reasonably implied on the drawings and/or specifications for a complete, first class job.

2. Alternates:

a. Alternate No. 1: Southern Wall Assembly Reconstruction

b. Alternate No. 2: Miscellaneous Interior Demolition

c. Alternate No. 3: Demolition of Select Interior Walls

d. Alternate No. 4: Modular Units Demolition and Removal

3. Allowances:

a. Allowance No. 1: Unsuitable Soils Removal and Disposal Off-Site

b. Allowance No. 2: Trench Rock Removal and Disposal Off-Site

c. Allowance No. 3: Replacement of Authorized Excavation of Unsuitable Soils or Rock with

Off-Site Imported Fill Material

d. Allowance No. 4: Replacement of Authorized Excavation of Unsuitable Soils or Rock with

NCDOT Aggregate Base Course Material

e. Allowance No. 5: Replacement of Authorized Excavation of Unsuitable Soils or Rock with #57

Washed Stone Material

f. Allowance No. 6: NCDOT Aggregate Base Course Material Fill

g. Allowance No. 7: Additional Masonry Point Up and Patching Allowance No. 7 has been revised to reflect that there shall only be Masonry Point Up for associated masonry. The intent of Allowance No. 7 is to point up the masonry that has visible mortar joint separation.

No Masonry Patching shall be needed. Refer to Addendum 1, Item 3.

4. Unit Prices:

a. Unit Price No. 1 – Unsuitable Removal and Disposal Off-Site, per cubic yard prior to excavation

b. Unit Price No. 2 – Trench Rock Removal and Disposal Off-Site, per cubic yard measured before removal

c. Unit Price No. 3 – Replacement of Authorized Excavation of Unsuitable Soils or Rock with

Off-Site Imported Fill Material, per cubic yard compacted in place

d. Unit Price No. 4 – Replacement of Authorized Excavation of Unsuitable Soils or Rock with

NCDOT Aggregate Base Course Material, per cubic yard compacted in place

e. Unit Price No. 5 - Replacement of Authorized Excavation of Unsuitable Soils or Rock with #57

Washed Stone Material, per cubic yard compacted in place

f. Unit Price No. 6 - NCDOT Aggregate Base Course Material Fill, per cubic yard compacted in place

g. Unit Price No. 7 - Masonry Point Up and Patching, per linear foot. Unit Price No. 7 has been revised to reflect that there shall only be Masonry Point Up for associated masonry. The

No Masonry Patching shall be needed. Refer to Addendum 1, Item 4.

END OF AGENDA

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ADDENDUM 1 ADD 1-1

ADDENDUM 1 July 25th, 2025

Samarcand Training Academy Administration Building Repairs

SCO #: 22-25242-01D

LOCATION: Samarcand Training Academy Administration Building 157 Eagle Lane Biscoe, North Carolina 27209

OWNER: North Carolina Department of Public Safety

Raleigh, NC 27607 Phone: (919) 781-8582

BIDS DUE: August 14th, 2025, 2:00pm

North Carolina Department of Public Safety Conference Room of the Samarcand Training Academy Administration Building

Among other items, this Addendum addresses issues raised at the Pre-Bid Conference held on July 23rd, at 1:00pm. Pre-Bid notes and sign-in sheet of attendees are attached.

This Addendum, applicable to the work designed below, shall be understood to be and is an addendum and shall be part of and included in 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. GENERAL: Contractor submitted the following question: Structural does not show these walls on foundation plan. In order to install the helical piers per S111. I believe we will need to demo the storage room. Response: The storage room walls shall be demolished in the base-bid and not be rebuilt. The existing slab shall be infilled. Refer to S111, S112, S121, A0-01, A1-01, A9-07 provided as part of this addendum.

2. ADDITION: A second Mandatory Pre-Bid Meeting has been scheduled for August 5, 2025 at 10:00am. This second Pre-Bid Meeting is for Bidders that could not attend the first meeting. If you attended the first Pre-Bid Meeting, you do not have to attend this second one. Attendance at only

(1) of the Mandatory Pre-Bid Meetings is required to be able to Bid this project.

ADDENDUM 1 ADD 1-2

3. GENERAL: Contractor submitted the following question: Item 3g: Allowance No. 7: Additional Masonry Point Up and Patching states that there shall be both Masonry Point Up and Masonry Patching. Can Masonry Point Up and Masonry Patching be broken down into two separate allowances? Response: Allowance No. 7 has been revised to reflect that there shall only be Masonry Point Up for associated masonry. The intent of Allowance No. 7 is to point up the masonry that has visible mortar joint separation. No Masonry Patching shall be needed. Refer to the revised pre-bid meeting notes attached to this addendum.

4. GENERAL: Contractor submitted the following question: Item 3g: Unit Price No. 7: Additional Masonry Point Up and Patching states that there shall be both Masonry Point Up and Masonry Patching. Can Masonry Point Up and Masonry Patching be broken down into two separate Unit Prices? Response: Unit Price No. 7 has been revised to reflect that there shall only be Masonry Point Up for associated masonry. The intent of Allowance No. 7 is to point up the masonry that has visible mortar joint separation. No Masonry Patching shall be needed. Refer to the revised pre-bid meeting notes attached to this addendum.

5. GENERAL: Contractor submitted the following question: Where the Bid Documents show CMU being demolished and replaced with new CMU, can we build the wall back without toothing in or do we have to tooth in the new CMU to the existing wall assembly? Response: All new CMU shall be toothed into to match existing masonry. Refer to sheets A1-01, A9-03 and A9-06 provided as part of this Addendum.

6. GENERAL: Contractor submitted the following question: Sheet S122, Keynote 101 and Sheet S123 Keynote 101 ask for a “minimum of 12” compacted washed stone base.” Are 12” of compacted washed stone base what is intended for gravel under new concrete slab? Please clarify. Response: Keynote 101 on sheets S112, S122, S123 has been revised for new concrete slab to “4" concrete slab on grade reinforced with WWF6x6-W2.9XW2.9 on 15 mil, class a vapor retarder and 4" minimum compacted washed stone base. Deepen compacted washed stone base as required where soil has been excavated or to fill settlement and provide level subgrade elevation below bottom of slab on grade.” Refer to sheets S112, S122, S123 provided as part of this Addendum.

7. GENERAL: Contractor submitted the following question: The Bid Documents show to remove and replace the bond beam at the head of the wall at the base bid condition at the southern exterior wall. Are we able to remove more of the lay-in ceiling in order for us to have enough room to shore up the existing structure at the southern end of the building? Response: Yes, the lay-in ceiling can be removed as needed to shore up the existing structure at the southern end of the building for the base bid condition. Refer to sheet A0-01 as part of this addendum.

Specifications:

1. REVISE: Replace Project Manual Cover Sheet with Cover Sheet provided as part of this

Addendum.

2. REVISE: Replace the Advertisement Form with the Advertisement Form provided as part of this

ADDENDUM 1 ADD 1-3

3. REVISE: Replace the Notice to Bidders with the Notice to Bidders provided as part of this

Drawings:

1. REVISE: S111

a. Refer to revised sheets, S111, attached to this addendum.

2. REVISE: S112

a. Refer to revised sheets, S112, attached to this addendum.

3. REVISE: S121

a. Refer to revised sheets, S121, attached to this addendum.

4. REVISE: S122

a. Refer to revised sheets, S122, attached to this addendum.

5. REVISE: S123

a. Refer to revised sheets, S123, attached to this addendum.

6. REVISE: A1-01, A9-03, A9-06:

a. On sheets A1-01 and A9-06, note 3 has been added to the General Notes Legend that indicates “ALL NEW CMU SHALL BE TOOTHED IN TO MATCH EXISTING MASONRY U.O.N.”

b. On sheets A9-03, note 7 has been added to the General Notes Legend that indicates “ALL

NEW CMU SHALL BE TOOTHED IN TO MATCH EXISTING MASONRY U.O.N.”

c. Refer to revised sheets, A1-01, A9-03 and A9-06, attached to this addendum.

7. REVISE: A0-01, A1-01, A9-07:

a. On sheets A0-01, A1-01, A9-07, the storage room walls shall be demolished.

b. Refer to revised sheets, A0-01, A1-01 and A9-07, attached to this addendum.

8. REVISE: A0-01

a. On sheet A0-01, the extents of the ceiling grid demolition have been revised in base bid to allow GC enough space to shore up the southern structure to replace bond beam at the head of wall.

End of Addendum 1

Attachments:

Pre-Bid Notes: 4 pages Pre-Bid Sign-in sheet 1 page Project Manual Cover Sheet 1 page Advertisement Form 1 page Notice to Bidders 2 pages Structural Drawings 5 sheets Architectural Drawings 5 sheets

Smith Sinnett Architecture, P.A. | 4600 Lake Boone Trail, Suite 205, Raleigh, North Carolina 27607 | HUB Certified 1

PRE-BID CONFERENCE AGENDA

SAMARCAND ADMINISTRATION BUILDING STRUCTURAL REPAIRS

Date: July 23, 2025 | 1:00 pm August 5th, 2025 | 10:00 am. Refer to Addendum 1, Item 2.

Location: 157 Eagle Lane, Biscoe, North Carolina 27209

Owner: North Carolina Department of Public Safety 512 N Salisbury St 2nd Floor Raleigh, NC 27604

Architect: Smith Sinnett Architecture, P.A.

4600 Lake Boone Trail, Suite 205 Raleigh, NC 27607 Phone: (919) 781-8582

Robert Carmac, AIA, LEED AP BD+C, CSI, CDT- Project Architect

On behalf of the Owner and Smith Sinnett Architecture, we would like to thank you for your interest and attendance at this Pre-Bid Conference.

I Bid:

Sealed Bids from Single Prime Contractors will be received and publicly opened at:

2:00 p.m. on August 14th, 2025 Administration Building Conference Room

II Bid Day Documents:

1. PROPOSAL FORM (Pages 1-4)

a. Page 1 – Provide Subcontractor information: Plumbing Subcontractor, Mechanical

Subcontractor, Electrical Subcontractor.

b. Page 2– Fill out all alternates.

c. Page 2 – Acknowledge that allowance amount has been included in the base bid.

d. Page 2 – Fill out Unit Price amount. Amount shall be for unit amount indicated.

e. Page 3 - Provide the appropriate Affidavit A or Affidavit B.

f. Page 4 – Completely fill out. Ensure that Corporate seal is provided. Acknowledge that

Addendums have been received and incorporated into the bid.

2. Minority Business Participation Form and/or Affidavit

a. Identification of HUB Certified / Minority Business Participation Form Required.

i. Name on Form must be the exact name as provided to the NC Office for HUB

3. Form of Bid Bond (5%) or Certified Check (5%) – Use Provided Form in the Project Manual. Note AIA Bid Bond Form will not be accepted.

4. Bid envelope should be sealed with the following information listed on the outside of the envelope.

a. Bidder’s Name and Address

b. North Carolina Contractor’s License Number

c. Name of Project

Smith Sinnett Architecture, P.A. | 4600 Lake Boone Trail, Suite 205, Raleigh, North Carolina 27607 | HUB Certified 2

5. If awarded the Contract, the Bidder must provide an executed Performance Bond and Payment Bond for 100% of the Contract by a company licensed in North Carolina.

a. 2 separate Bonds must be provided.

6. Certificates of Insurance meeting the requirements indicated in the Specifications will also be required. Refer to Article 34 of the General Conditions. 30 days notification by certified mail return receipt requested of any (including nonpayment of premium) cancellation, reduction, or elimination of the required policies.

7. Any bids that have qualifying notes or comments will be rejected.

III Bid Opening:

1. For mailed bids:

a. It’s the contractor’s responsibility to ensure the bid arrives prior to the bid opening time. If you wish to send your bid via US Mail, FedEx or UPS, please allow several days for delivery since the bid must be received (NOT postmarked) by the date and time stated in the solicitation.

b. Place bid in a double envelope with “Sealed Bid Do Not Open” written on the envelope.

c. Sealed envelopes will be held and unsealed at the bid opening time.

d. Project Name must be clearly marked on the outside of the sealed envelope.

e. Address envelope to William J. Seawell, 3600 Samarcand Road, Jackson Springs, NC

27281.

2. For delivered bids:

a. The bid opening location is at the Administration Building Conference Room 3600 Samarcand Road, Jackson Springs, NC 27281

b. Plan to arrive at least 30 minutes in advance of the bid opening to allow time to process through the security gate, park and then gain access to the building.

IV Schedule:

1. No bid may be withdrawn after the closing time for the receipt of bids for a period of 60 days.

2. Supplementary General Conditions:

a. Date of Final Acceptance: 180 consecutive calendar days from anticipated Notice to Proceed.

V Liquidated Damages:

1. Supplementary General Conditions:

a. $250.00 each calendar day in excess of the stated completion time.

VI Examination of Bid Documents:

1. All Bidders are expected to fully examine and familiarize themselves with the Drawings, Specifications and Existing Conditions. All Bidders should read the scopes of the bid package.

Any questions or clarifications should be directed to the Architect. No allowances will be made after the bids are received for any oversight due to failure to examine the documents.

VII Substitutions:

1. Substitutions or approvals of “Equals” will only be accepted if approved by the Architect in writing at least 10 days prior to the receipt of bids.

VIII Technical Questions:

1. Technical questions shall be submitted to Architect as soon as possible by email or phone.

rcarmac@smithsinnett.com and facosta@smithsinnett.com

(919) 781-8582

2. Last day for questions shall be August 5th by 5:00 pm.

Smith Sinnett Architecture, P.A. | 4600 Lake Boone Trail, Suite 205, Raleigh, North Carolina 27607 | HUB Certified 3

3. The Last Addendum will tentatively be issued August 6th by 5:00 pm.

IX Construction Documents:

1. Construction Documents may be ordered from:

Smith Sinnett Architecture 4600 Lake Boone Trail, Suite 205 Raleigh, NC 27607 919-781-8582

2. Electronic Copies of the Plans and Specifications are available upon request and with a completed Plan Request Form found at www.smithsinnett.com under the Documents Tab.

X Addenda:

1. Addenda will be emailed to everyone on the Architect’s plan holders list that has requested access to the Construction Documents

2. Addenda can also be downloaded from: www.smithsinnett.com under the Documents Tab.

3. An addenda will be issued to address any questions raised today.

XI Bidders List:

1. Bidders List can be downloaded from www.smithsinnett.com under the Documents Tab.

XII Owner Related Items:

1. Construction testing shall be Contracted by Owner. The Contractor is responsible for the coordination and cost of any failed test.

XIII Special Conditions: Section 00 09 10

1. Project Manager Qualifications are a requirement for this project.

2. Superintendent Qualifications are a requirement for this project.

3. Coordination and Cooperation with Other Contractors: Prime Contractor shall be aware that the

Owner has or may engage other contractors to accomplish work concurrently with the Work of this project, which will have a direct effect on the accomplishment of the Work of this project.

Contractors will be required to cooperate and coordinate with these other contractors during the course of the project to avoid delays in the work of this project of that of the other contractors.

4. Underground Services: Prime Contractor and all subcontractors shall field locate all underground services whether shown on drawings or not, including, but not limited to the following: utilities, underground wire, fiber optic lines, cable, conduit, and pipe, prior to initiating any excavation on any area of the proposed site. Provide and pay for underground utility locator service, metal detectors and hand digging as necessary to satisfy above requirements. Prime Contractor (s) and their subcontractors shall be responsible for utility services damaged during construction and shall repair at their own expense any utility services damaged by their work. Repairs shall be completed within 24 hours or less.

XIV Project Specifics:

1. Base Bid:

This project consists of repairs and alterations within the existing Classroom Building, approximately 8,720 SF for the Samarcand Training Academy for Safer Schools. The project is located at the old East Montgomery High School in Biscoe, NC. The facility is currently Educational, and the new occupancy is Business. There is no change to fire protection, accessibility and means of egress. The scope of the existing building shall consist of structurally repairing the southern exterior wall. The scope of the structural repair requires the demolition of portion of the existing concrete slab, portions of CMU wall, floor finishes in southern building spaces, portions of lay-in ceiling and light fixtures in southern spaces back to the home run

Smith Sinnett Architecture, P.A. | 4600 Lake Boone Trail, Suite 205, Raleigh, North Carolina 27607 | HUB Certified 4 junction box. The scope of the new work consists of new concrete slab, new helical footing piers, and new reinforcing back to existing footing. The project includes all other work as shown, indicated or reasonably implied on the drawings and/or specifications for a complete, first class job.

2. Alternates:

a. Alternate No. 1: Southern Wall Assembly Reconstruction

b. Alternate No. 2: Miscellaneous Interior Demolition

c. Alternate No. 3: Demolition of Select Interior Walls

d. Alternate No. 4: Modular Units Demolition and Removal

3. Allowances:

a. Allowance No. 1: Unsuitable Soils Removal and Disposal Off-Site

b. Allowance No. 2: Trench Rock Removal and Disposal Off-Site

c. Allowance No. 3: Replacement of Authorized Excavation of Unsuitable Soils or Rock with

Off-Site Imported Fill Material

d. Allowance No. 4: Replacement of Authorized Excavation of Unsuitable Soils or Rock with

NCDOT Aggregate Base Course Material

e. Allowance No. 5: Replacement of Authorized Excavation of Unsuitable Soils or Rock with #57

Washed Stone Material

f. Allowance No. 6: NCDOT Aggregate Base Course Material Fill

g. Allowance No. 7: Additional Masonry Point Up and Patching Allowance No. 7 has been revised to reflect that there shall only be Masonry Point Up for associated masonry. The

No Masonry Patching shall be needed. Refer to Addendum 1, Item 3.

4. Unit Prices:

a. Unit Price No. 1 – Unsuitable Removal and Disposal Off-Site, per cubic yard prior to excavation

b. Unit Price No. 2 – Trench Rock Removal and Disposal Off-Site, per cubic yard measured before removal

c. Unit Price No. 3 – Replacement of Authorized Excavation of Unsuitable Soils or Rock with

Off-Site Imported Fill Material, per cubic yard compacted in place

d. Unit Price No. 4 – Replacement of Authorized Excavation of Unsuitable Soils or Rock with

NCDOT Aggregate Base Course Material, per cubic yard compacted in place

e. Unit Price No. 5 - Replacement of Authorized Excavation of Unsuitable Soils or Rock with #57

Washed Stone Material, per cubic yard compacted in place

f. Unit Price No. 6 - NCDOT Aggregate Base Course Material Fill, per cubic yard compacted in place

g. Unit Price No. 7 - Masonry Point Up and Patching, per linear foot. Unit Price No. 7 has been revised to reflect that there shall only be Masonry Point Up for associated masonry. The

No Masonry Patching shall be needed. Refer to Addendum 1, Item 4.

END OF AGENDA

PROJECT MANUAL

Samarcand Training Academy

Administration Building Structural Repairs Biscoe, North Carolina

Department of Public Safety

SMITH SINNETT ARCHITECTURE

SCO ID # 22-25242-01D

PROJECT NO. 2022022

DATE: JULY 7, 2025

OWNER

North Carolina Department of Public Safety 512 N. Salisbury St. 2nd Floor

ARCHITECT

Smith Sinnett Architecture, P.A.

Raleigh, North Carolina 27607

STRUCTURAL ENGINEER

Lynch Mykins Structural Engineers 301 N. West Street, Suite 105 Raleigh, North Carolina 27603

PLUMBING, MECHANICAL and ELECTRICAL ENGINEER Progressive Design Collaborative 3101 Poplarwood Court, Suite 320 Raleigh, North Carolina 27604

Samarcand Administration Building Structural Repairs Smith Sinnett / 2022022 North Carolina Department of Public Safety SCO ID#: 22-25242-01D

ADVERTISEMENT FOR BIDS 00 01 00 - 1

SECTION 00 01 00 – ADVERTISEMENT FOR BIDS

ADVERTISEMENT FOR BIDS

Sealed proposals will be received until 2:00pm on

August 14, 2025, in the Conference Room of the

Samarcand Training Academy Administration Building

3600 Samarcand Road, Jackson Springs, NC 27281 for the construction of the

Samarcand Training Academy

Administration Building Structural Repairs at which time and place bids will be opened and read.

A Mandatory Open Pre-Bid Meeting will be held at 1:00pm on

July 23, 2025 at the Project Site at 157 Eagle Lane, Biscoe, North Carolina 27209.

A 2nd Mandatory Open Pre-Bid Meeting will be held, for Bidders that did not attend the first Pre-Bid Meeting, at 10:00am on

August 5, 2025 at the Project Site at 157 Eagle Lane, Biscoe, North Carolina 27209.

If you attended the first Pre-Bid meeting, you are not required to attend the second Pre-Bid meeting.

Complete plans and specifications can be obtained by submitting a request at www.smithsinnett.com/documents or from Smith Sinnett Architecture, 4600 Lake Boone Trail, Suite 205, Raleigh, NC 27607, (919) 781-8582 during normal office hours starting July 8, 2025. Plan Deposit $200.00 Cash, Certified or Company Check for hard copy required. State of North Carolina and the North Carolina Department of Public Safety reserves the unqualified right to reject any and all proposals. No Bid may be withdrawn after the scheduled closing time for the receipt of bids for a period of 60 days.

Signed: North Carolina Department of Public Safety

END OF SECTION 00 01 00

http://www.smithsinnett.com/documents

Samarcand Administration Building Structural Repairs Smith Sinnett / 2022022 North Carolina Department of Public Safety SCO ID#: 22-25242-01D

SCO-Notice To Bidders 2010 (Updated Dec. 2010) 00 01 05 - 1

N O T I C E TO B I D D E R S

Sealed proposals will be received by the North Carolina Department of Public Safety in the Conference Room of the Samarcand Training Academy Administration Building, 3600 Samarcand Road, Jackson Springs, NC 27281 at 2:00pm, August 14, 2025 and immediately thereafter publicly opened and read for the furnishing of labor, material and equipment entering into the construction of

Samarcand Training Academy Administration Building Structural Repairs 157 Eagle Lane

Biscoe, North Carolina 27209

This project consists of the structural repairs and interior building demolition to the Administration Building of the Samarcand Training Academy Center for Safer Schools campus. The Building is approximately 8,246sqft. The project is located at the old East Montgomery High School in Biscoe, NC. The scope of the Administration Building Repairs consists of the removal of the existing concrete slab, structural repairs of the southern wall, additional reinforcement, CMU wall repairs and replacement, and helical pier installation. Scope of work also includes interior demolition that consists of the removal of CMU walls, floor finishes, ceiling finishes, capping of plumbing fixtures, removal of hvac systems, and disconnection of electrical outlets and equipment. The project includes all other work as shown, indicated or reasonably implied on the drawings and/or specifications for a complete, first class job.

Bids will be received for Single Prime. All proposals shall be lump sum.

MANDATORY Pre-Bid Meeting

A 1st Mandatory Open Pre-Bid Meeting will be held for all interested bidders on July 23, 2025 – 1:00pm, at the Project Site, 157 Eagle Lane, Biscoe, North Carolina 27209.

A 2nd Mandatory Open Pre-Bid Meeting will be held for all interested bidders, That Did Not Attend the First Pre- Bid Meeting, on August 5, 2025 – 10:00am, at the Project Site, 157 Eagle Lane, Biscoe, North Carolina 27209. If you attended the 1st Pre-Bid meeting on 7/23/2025, you are not required to attend this 2nd meeting on 8/5/2025.

The meeting will address project specific questions, issues, bidding procedures and bid forms.

Complete plans, specifications and contract documents will be open for inspection in the offices of Owner and Smith Sinnett Architecture, 4600 Lake Boone Trail, Suite 205, Raleigh NC 27607 and in the plan rooms of the Associated General Contractors, Carolinas Branch, Raleigh in the local North Carolina offices of McGraw-Hill Dodge Corporation, and in the Eastern Regional Office of Reed Construction Data in Norcross, GA or may be obtained by those qualified as prime bidders electronically by completing the plan request form located at www.smithsinnett.com and downloaded using the provided instructions. Hard copies of plans are available with a refundable $200 plan deposit.

NOTE: The bidder shall include with the bid proposal the form Identification of Minority Business Participation identifying the minority business participation it will use on the project and shall include either Affidavit A or Affidavit B as applicable. Forms and instructions are included within the Proposal Form in the bid documents.

Failure to complete these forms is grounds for rejection of the bid. (GS143-128.2c Effective 1/1/2002.)

HUB PARTICIPATION RECORDING REQUIREMENTS: NCDPS requires that, for construction contracts with a value of $5000 or greater, the contractor shall comply with the document Guidelines for Recruitment and Selection of Minority Businesses for Participation in State Construction Contracts including Identification of Minority Business Participation, Affidavits A, B, C, and D, and Appendix E. These forms provided herein are hereby incorporated and made a part of this contract. A bidder’s failing to comply with this requirement will be considered non-responsive and will result in bid rejection.

http://www.smithsinnett.com/

Samarcand Administration Building Structural Repairs Smith Sinnett / 2022022 North Carolina Department of Public Safety SCO ID#: 22-25242-01D

SCO-Notice To Bidders 2010 (Updated Dec. 2010) 00 01 05 - 2

The NCDPS imposed contract threshold of $5000 for HUB recruitment supersedes any reference to a higher threshold that may be noted in the bid documents, within referenced documents, or within any regulatory requirement.

Provide one of the following with Bid Form Proposal:

Identification of HUB Participation and Affidavit A – Listing of Good Faith Efforts OR Affidavit B- Intent to Self-Perform with Own Forces

Provide one of the following upon Contract Award:

Affidavit C - Percentage of HUB Participation OR Affidavit D – Good Faith Efforts

All contractors are hereby notified that they must have proper license as required under the state laws governing their respective trades.

General contractors are notified that Chapter 87, Article 1, General Statutes of North Carolina, will be observed in receiving and awarding general contracts. General contractors submitting bids on this project must have license classification for “Unlimited Building” or “Unclassified”.

NOTE--SINGLE PRIME CONTRACTS: Under GS 87-1, a contractor that superintends or manages construction of any building, highway, public utility, grading, structure or improvement shall be deemed a “general contractor” and shall be so licensed. Therefore a single prime project that involves other trades will require the single prime contractor to hold a proper General Contractors license. EXCEPT: On public buildings being bid single prime, where the total value of the general construction does not exceed 25% of the total construction value, contractors under GS87- Arts 2 and 4 (Plumbing, Mechanical & Electrical) may bid and contract directly with the Owner as the SINGLE PRIME CONTRACTOR and may subcontract to other properly licensed trades. GS87-1.1- Rules .0210

Each proposal shall be accompanied by a cash deposit or a certified check drawn on some bank or trust company, insured by the Federal Deposit Insurance Corporation, of an amount equal to not less than five percent (5%) of the proposal, or in lieu thereof a bidder may offer a bid bond of five percent (5%) of the bid executed by a surety company licensed under the laws of North Carolina to execute the contract in accordance with the bid bond. Said deposit shall be retained by the owner as liquidated damages in event of failure of the successful bidder to execute the contract within ten days after the award or to give satisfactory surety as required by law.

A performance bond and a payment bond will be required for one hundred percent (100%) of the contract price.

Payment will be made based on ninety-five percent (95%) of monthly estimates and final payment made upon completion and acceptance of work.

No bid may be withdrawn after the scheduled closing time for the receipt of bids for a period of 60 days.

The owner reserves the right to reject any or all bids and to waive informalities.

Designer: Owner:

Robert Carmac, AIA David Schmidinger, Project Manager Smith Sinnett Architecture NC Department of Public Safety Central Engineering (Name) (Agency/Institution)

4600 Lake Boone Trail, Suite 205 512 N. Salisbury Street Raleigh, NC 27607 Raleigh, NC 27604 (Address) (Address)

(919) 781-8582 (919) 801-3911 (Phone) (Phone) rcarmac@smithsinnett.com david.schmidinger@ncdps.gov (Email) (Email) http://www.nclbgc.org/pages/LawNReg.pdf

C. TOP OF ALL FOOTINGS MUST MATCH EXISTING TOP OF FOOTING

ELEVATION, UNLESS OTHERWISE NOTED.

D. NOT ALL UTILITY LOCATIONS ARE SHOWN ON PLAN. THE

CONTRACTOR MUST COORDINATE THE LOCATIONS, SIZES, AND

INVERTS OF UTILITIES. THE CONTRACTOR MAY SLEEVE THE UTILITY

THROUGH THE FOUNDATION PER THE "TYPICAL PIPE SLEEVE AT

WALL FOOTING DETAILS."

E. UNLESS OTHERWISE INDICATED, EXTEND WALL FOOTINGS A

MINIMUM OF 6 INCHES BEYOND ENDS OF WALLS.

F. NOT ALL SITE WALLS ARE SHOWN ON PLAN. CONTRACTOR MUST

COORDINATE CIVIL AND LANDSCAPE DRAWINGS FOR SITE WALL

INFORMATION.

G. DIMENSIONS SHOWN ON FOUNDATION PLAN ARE TO AND OUTSIDE

FACE OF FOUNDATION WALLS, UNLESS OTHERWISE NOTED.

FOUNDATION PLAN NOTES

A. REFERENCE ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO

NONBEARING WALLS, WALL CONTROL JOINTS AND OPENINGS.

B. UNLESS OTHERWISE NOTED, ALL ELEVATIONS ARE BASED ON A

FINISHED FIRST FLOOR REFERENCE OF 0'-0". FOR ACTUAL FINISHED

FLOOR ELEVATION IS 626.40'. REFERENCE ARCHITECTURAL

DRAWINGS FOR FINISHED FLOOR MATERIALS.

X02

X04

(TYP AT EXTERIOR)

(TYP)X03

6'-0" MAX

2'-0" MAX SPACING

6'-7 5/8" ± 8'-0" ± 24'-9" ± 8'-0" ± 13'-5" ± 8'-0" ± 13'-4" ± 8'-0" ± 13'-5" ± 8'-0" ± 7'-5 1/8" ±

30'-4 1/4" ± 26'-0" ± 24'-8" ± 12'-8 5/16" ± 25'-3 3/16" ±

/4

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X04 X04 X04

203 (TYP)

120'-4"

201 (TYP)

103 (TYP)

(TYP)

201 (TYP)

206 206

EXISTING AREA TO REMAIN - OUTSIDE

SCOPE OF PROJECT

WF2.2 WF2.2 WF2.2 WF2.2WF2.2

W F

W F

W F

W F

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W F

W F

206 206

ALTERNATE #3: OMIT

HELICAL PILE AT INTERIOR

WALL FOOTING

ALTERNATE #3:

OMIT HELICAL PILE

AT INTERIOR WALL

FOOTING

ALTERNATE #3: OMIT

CMU REPAIR AT

INTERIOR WALL

North Carolina Design Registration #F-1507

REF. SCALE IN INCHES

0 1 2

IMEG RESERVES PROPRIETARY RIGHTS,

INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN

THEREON. SAID DRAWING AND/OR DATA

ARE THE EXCLUSIVE PROPERTY OF IMEG

AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT

WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG.

©2025 IMEG CONSULTANTS CORP.

DRAWN BY:

CHECKED BY:

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201 REMOVE INTERIOR 8" CMU FACE SHELL AND INSTALL REINFORCING AND

GROUT REPAIR - REFER TO TYPICAL DETAIL FOR ADDITIONAL

INFORMATION.

203 PROVIDE SHORING AT ALL ROOF JOISTS SUPPORTED BY EXTERIOR CMU

BEARING WALL AT SOUTH SIDE OF PLAN - REFER TO SECTION DETAIL AND

GENERAL NOTES FOR ADDITIONAL INFORMATION. JOISTS MUST BE

SHORED CONTINUOUSLY DURING CONSTRUCTION. DO NOT REMOVE

SHORING UNTIL WALL REPAIR IS COMPLETE.

206 INSTALL CRACK REPAIR - REFERENCE D1/S501.

X02 EXISTING EXTERIOR 8" CMU LOAD BEARING WALL -FIELD VERIFY

X03 EXISITNG BRICK VENEER - FIELD VERIFY

X04 EXISITNG 8" CMU INTERIOR PARTITION WALL - FIELD VERIFY

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1 07-24-2025 Addendum 011 07-24-2025 Addendum 01

2025-07-25

C. REFERENCE ARCHITECTURAL DRAWINGS FOR EXACT LIMITS OF SLAB

DEPRESSIONS AND OMITTED SLABS.

D. FLOOR SINKS AND DRAINS ARE NOT SHOWN ON PLAN. REFERENCE

PME DRAWINGS FOR LOCATIONS.

E. REFERENCE CIVIL AND LANDSCAPE DRAWINGS FOR EXTERIOR

CONCRETE SLABS AND PAVING.

F. SLAB-ON-GRADE JOINTS MUST BE SAWED JOINTS OR KEYED

CONSTRUCTION JOINTS, UNLESS OTHERWISE NOTED. CONTRACTOR

MUST COORDINATE ALL SLAB JOINTS WITH JOINTS IN BONDED

FLOOR FINISHES.

G. PLACE (1) #4 x 3'-0" IN MIDDEPTH OF SLAB AT RE-ENTRANT CORNERS

WHERE A SLAB JOINT DOES NOT OCCUR.

SLAB PLAN NOTES

A. REFERENCE ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO

NONBEARING WALLS, WALL CONTROL JOINTS AND OPENINGS.

B. UNLESS OTHERWISE NOTED, ALL ELEVATIONS ARE BASED ON A

FINISHED FIRST FLOOR REFERENCE OF 0'-0". FOR ACTUAL FINISHED

FLOOR ELEVATION IS 626.40'. REFERENCE ARCHITECTURAL

DRAWINGS FOR FINISHED FLOOR MATERIALS.

A1

S501S501

X02

X03

X04

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X02

X04 X04 X04

EXISTING AREA TO REMAIN - OUTSIDE

SCOPE OF PROJECT

X01

A1

S501S501

North Carolina Design Registration #F-1507

REF. SCALE IN INCHES

0 1 2

IMEG RESERVES PROPRIETARY RIGHTS,

INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN

THEREON. SAID DRAWING AND/OR DATA

ARE THE EXCLUSIVE PROPERTY OF IMEG

AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT

WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG.

©2025 IMEG CONSULTANTS CORP.

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEID

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15 MIL, CLASS A VAPOR RETARDER AND 4" MINIMUM COMPACTED WASHED

STONE BASE. DEEPEN COMPACTED WASHED STONE BASE AS REQUIRED

WHERE SOIL HAS BEEN EXCAVATED OR TO FILL SETTLEMENT AND

PROVIDE LEVEL SUBGRADE ELEVATION BELOW BOTTOM OF SLAB ON

GRADE.

X01 EXISTING 4" CONCRETE SLAB ON GRADE REINFORCED WITH

WWF6x6-W1.4xW1.4 ON VAPOR BARRIER AND 4" COMPACTED STONE BASE

X02 EXISTING EXTERIOR 8" CMU LOAD BEARING WALL -FIELD VERIFY

X03 EXISITNG BRICK VENEER - FIELD VERIFY

X04 EXISITNG 8" CMU INTERIOR PARTITION WALL - FIELD VERIFY

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1 07-24-2025 Addendum 011 07-24-2025 Addendum 01

C. TOP OF ALL FOOTINGS MUST MATCH EXISTING TOP OF FOOTING

ELEVATION, UNLESS OTHERWISE NOTED.

D. NOT ALL UTILITY LOCATIONS ARE SHOWN ON PLAN. THE

CONTRACTOR MUST COORDINATE THE LOCATIONS, SIZES, AND

INVERTS OF UTILITIES. THE CONTRACTOR MAY SLEEVE THE UTILITY

THROUGH THE FOUNDATION PER THE "TYPICAL PIPE SLEEVE AT

WALL FOOTING DETAILS."

E. UNLESS OTHERWISE INDICATED, EXTEND WALL FOOTINGS A

MINIMUM OF 6 INCHES BEYOND ENDS OF WALLS.

F. NOT ALL SITE WALLS ARE SHOWN ON PLAN. CONTRACTOR MUST

COORDINATE CIVIL AND LANDSCAPE DRAWINGS FOR SITE WALL

INFORMATION.

G. DIMENSIONS SHOWN ON FOUNDATION PLAN ARE TO AND OUTSIDE

FACE OF FOUNDATION WALLS, UNLESS OTHERWISE NOTED.

FOUNDATION PLAN NOTES

A. REFERENCE ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO

NONBEARING WALLS, WALL CONTROL JOINTS AND OPENINGS.

B. UNLESS OTHERWISE NOTED, ALL ELEVATIONS ARE BASED ON A

FINISHED FIRST FLOOR REFERENCE OF 0'-0". FOR ACTUAL FINISHED

FLOOR ELEVATION IS 626.40'. REFERENCE ARCHITECTURAL

DRAWINGS FOR FINISHED FLOOR MATERIALS.

X02

X04

29'-8 5/8" 26'-0" 24'-8" 12'-8 5/16" 24'-7 9/16"

X03

6'-7 5/8" ± 8'-0" ± 15'-8 5/8" ± 9'-0 3/8" ± 8'-0" ± 8'-11 5/8" ± 4'-5 3/8" ± 8'-0" ± 12'-2 5/8" ± 1'-1 3/8" ± 8'-0" ± 3'-6 15/16" ± 9'-10 1/16" ± 8'-0" ± 7'-5 1/8" ±

X04 X04 X04 X02

6'-0" MAX

(TYP)

(TYP)

EXISTING AREA TO REMAIN - OUTSIDE

SCOPE OF PROJECT

ALTERNATE #3: OMIT

HELICAL PILE AT INTERIOR

WALL FOOTING

ALTERNATE #3:

OMIT HELICAL PILE

AT INTERIOR WALL

FOOTING

ALTERNATE #3: OMIT

CMU REPAIR AT

INTERIOR WALL

A5

S321S321

North Carolina Design Registration #F-1507

REF. SCALE IN INCHES

0 1 2

IMEG RESERVES PROPRIETARY RIGHTS,

INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN

THEREON. SAID DRAWING AND/OR DATA

ARE THE EXCLUSIVE PROPERTY OF IMEG

AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT

WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG.

©2025 IMEG CONSULTANTS CORP.

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEID

S C

O

-2

-0

D

T 919 781 8582

F 919 781 3979

4600 Lake Boone Trail Suite 205 Raleigh, NC 27607 info@smithsinnett.com

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