2024A-03163-CHC-ROC Notice of Hearing & Packet MAILED 2024-03163.pdf

2024A-03163-CHC-ROC · Registrar of Contractors · 2024-07-24

REGISTRAR OF CONTRACTORS OF THE STATE OF ARIZONA

Raymond Sharp Case No. 2024-03163 Rayden Enterprises Inc., Docket No. 2024A-03163-CHC-ROC COMPLAINANT, NOTICE OF HEARING ON v. CONTESTED CASE D C Concrete Company, License No. ROC 073753,

RESPONDENT.

This Notice of Hearing is issued under A.R.S. § 41-1092.05(D).

HEARING INFORMATION The hearing is set for:

August 14, 2024 1:00 PM Sondra Vanella Google Meet. A link will be provided directly from The Office of Administrative Hearings. Go to www.azoah.com to request to appear in-person.

If you have requested to appear in-person at the hearing, the hearing will be held at 1740 W Adams Street, Phoenix, AZ 85007.

You must attend this hearing. This is an adversarial hearing before an administrative

law judge, and is conducted in a similar manner as judicial proceedings. Thus, you must be

prepared to present evidence, including witness testimony and documents, in support of your case.

STATEMENT OF LEGAL AUTHORITY AND JURISDICTION

The State of Arizona has determined that the licensing and regulation of construction contractors is a proper state function, and has vested authority in the Registrar of Contractors to administer Title 32, Chapter 10 of the Arizona Revised Statutes. A.R.S. §§ 32-1101 et seq. All hearings for alleged violations of Title 32, Chapter 10 are conducted under Title 41,

Chapter 6, Article 10. A.R.S. § 32-1156.

The statutes and rules governing the hearing can be found at: Arizona Revised

Statutes §§ 41-1092 to -1092.12, and Arizona Administrative Code R2-19-101 to -122.

PARTICULAR ARIZONA STATUTES AND RULES INVOLVED

The statutes and rules the Respondent is alleged to have violated are cited in the

complaint and citation, which were served on the Respondent on June 7, 2024. SHORT AND PLAIN STATEMENT OF THE MATTERS ASSERTED

The complaint and citation allege that the Respondent committed the following act(s): Charge: 1 A.R.S. § 32-1154(A)(3) - R4-9-108(a) Charge: 2 A.R.S. § 32-1154(A)(12) - A.R.S. § 32-1158

Charge: 3 A.R.S. § 32-1154(A)(22)

THE PARTIES TO THE ADMINISTRATIVE HEARING Because Respondent is a licensee and is charged with an act(s) or omission(s) that is cause for the suspension or revocation of a license, Respondent is a party to this case and will be a party to the hearing. Because Complainant alleged Respondent committed an act(s) or omission(s) that is cause for the suspension or revocation of a license, Complainant is a party to this case and will

be a party to the hearing.

Respondent and Complainant, as the parties to the hearing, will present evidence and

argument to the administrative law judge.

The Registrar’s assigned investigator will appear as a witness at the hearing. RIGHT TO BE REPRESENTED The parties to the administrative hearing may choose to be represented by an attorney.

A.R.S. § 41-1092.07(B). If one of the parties is a company, the company may be represented

by an officer or employee if that person satisfies the conditions set forth in A.R.S. § 32-

1156(B).

CHANGE OF ADDRESS Each party must inform the Registrar and the Office of Administrative Hearings of any change of address within five (5) days of the change. A.R.S. § 41-1092.04.

HEARING PROCEDURES AND RULES The administrative hearing will be conducted in accordance with A.R.S. §§ 41-1092

to -1092.12, and A.A.C. R2-19-101 to -122. The parties should review the statutes, rules, and processes governing the administrative hearing. Copies of the statutes, rules, and articles regarding the administrative hearing process can be found at https://www.azoah.com/.

REGISTRAR’S APPEARANCE BY VIDEO CONFERENCE OR TELEPHONE

The Registrar’s investigators, employees, and attorneys will appear at the hearing via video conference or telephone unless requested by a party to appear in-person. Requests for the Registrar’s investigators, employees, or attorneys to appear in-person must be filed with the Registrar and the Office of Administrative Hearings no later than seven (7) calendar days prior to the hearing date.

HEARING PACKET

In the interests of administrative efficiency, the Registrar compiles and discloses

certain documents to the parties and the Office of Administrative Hearings. These documents are attached to this Notice of Hearing as the “Hearing Packet.” If any party wishes to submit additional evidence, they must do so during the hearing after completing a disclosure statement. See “Disclosure Statement” section below.

SUBPOENAS FOR TESTIMONY FROM A WITNESS OR DOCUMENTS

The parties to the hearing must be prepared to present evidence in support of their

case. If a party wants to obtain testimony from a witness or documents not in the party’s

possession, the party must prepare and file a written subpoena for the Administrative Law Judge to review and sign, if approved. A.R.S. § 41-1092.07(C). Forms for requesting a

subpoena can be found on the Office of Administrative Hearings’ website at www.azoah.com. The party seeking a subpoena must serve notice on all the parties to the hearing, and on the Registrar. A.R.S. § 41-1092.04.

DISCLOSURE STATEMENT

At least seven calendar days before the hearing, each party must prepare and serve a disclosure statement on all other parties, and file it with the Office of Administrative Hearings. A.A.C. R4-9-118; A.A.C. R2-19-108. The disclosure statement must include any exhibit the party will use at the hearing. A party’s failure to timely disclose any witness or exhibit, without good cause, may result in the administrative law judge excluding those witnesses or exhibits from being used at the hearing. A.A.C. R4-9-118(C). A sample disclosure form is available on the Registrar’s website at https://roc.az.gov/forms/RC-L-800A%20- %20Prehearing%20Disclosure%20Statement%2020191007v4.pdf

CHANGING THE HEARING DATE

The date of the hearing may only be advanced or delayed on the agreement of the

parties or on a showing of good cause. A.R.S. § 41-1092.05(C). The date of the hearing may

be changed by filing a written agreement of the parties to change the date of the hearing. The written agreement must be filed with the Office of Administrative Hearings, directed to the assigned Administrative Law Judge, and transmitted to the Registrar and all other parties. The assigned Administrative Law Judge may be found on the Office of Administrative Hearings’ web portal at www.azoah.com

If a party would like to move the date of the hearing without agreement of all parties, the party must file a written motion with the Office of Administrative Hearings, directed to the assigned Administrative Law Judge, and transmit a copy to the Registrar and all other parties. The motion must state in detail good cause for why the date of the hearing should be advanced or delayed, and the position of all other parties regarding the advancement or delay. A party may also file a motion asserting a right to an expedited hearing upon a showing of

extraordinary circumstances or the possibility of irreparable harm. A.R.S. § 41-1092.05(E).

RESOLUTION SHORT OF ADJUDICATION In any case which is resolved or settled by the parties, or which is withdrawn by the Complainant without objection from Respondent after the Notice of Hearing is issued, the parties must notify the Office of Administrative Hearings of the resolution or settlement. Any such cases will be listed on the Registrar’s website and its records under the category: “Closed

Complaints – Resolved/Settled/Withdrawn.”

Dated July 3, 2024.

By: /s/ Erika Hoskin Erika Hoskin Legal Secretary Legal Department Arizona Registrar of Contractors

Copy mailed via USPS First Class mail July 3, 2024 to:

Respondent(s) D C Concrete Company 114 E Sahuaro St Tucson, AZ 85705

Respondent's Attorney Cory B Larson Esq. 5210 E. Williams Circle, Suite 800 Tucson, AZ 85711 Complainant(s) Raymond Sharp Rayden Enterprises Inc. 1529 E 17th Street Tucson, AZ 85719

Copy sent electronically this same date to: Respondent at email address on record with the Registrar Respondent’s Attorney at email address of record with Registrar Complainant at email address on record with the Registrar Case No. 2024-03163 /

Douglas A. Ducey, Governor Jeffrey L. Fleetham, Director

Hearing Packet FAQ What is the Hearing Packet?

The Hearing Packet is a packet of certain documents collected or issued by the Registrar over the course of its investigation.

Who gets the Hearing Packet?

The Hearing Packet is assembled and distributed to all parties and to the Office of Administrative Hearings (“OAH”) prior to an administrative hearing.

What types of cases does the Registrar prepare a Hearing Packet for?

The Registrar prepares a Hearing Packet for Complainant-Handled Cases and No-Pay Cases. Note: If the Docket Number on the Notice of Hearing contains a “CHC” or “NPC”, your case is a Complainant-Handled Case or a No-Pay Case.

What is in the Hearing Packet?

The Hearing Packet contains essential case-specific documents and at a minimum will include the following documents:

● Original complaint;

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Within AZ 877.692.9762 · Fax 602.542.1599 · roc.az.gov Hearing Packet FAQ

Douglas A. Ducey, Governor Jeffrey L. Fleetham, Director

● Citation; and ● Answer.

The Hearing Packet will also contain the following documents (if applicable):

● Jobsite inspection notices, notes, and photos; ● Written directives; and ● Compliance inspection notices, notes, and photos.

What if there are documents missing from the Hearing Packet?

If there is any evidence you submitted to the Registrar that are not included in the Hearing Packet it is your responsibility to introduce that evidence at the administrative hearing. Note: The administrative law judge assigned to your case does not have access to the entire Registrar record.

If there is additional evidence you submitted to the Registrar during the investigation that you also want to introduce as evidence during your hearing, it is your responsibility to:

● Properly disclose that evidence to the other party; and ● Introduce the evidence during your hearing.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Within AZ 877.692.9762 · Fax 602.542.1599 · roc.az.gov Hearing Packet FAQ

Douglas A. Ducey, Governor Jeffrey L. Fleetham, Director

How do I disclose evidence I intend to use at a Hearing?

You must properly disclose any and all documents and witnesses you intend to use at your hearing according to the Registrar’s Prehearing Disclosure Rules. See Arizona Administrative Code Section R4-9-118.

A sample prehearing disclosure form and instructions are provided to the parties by the Registrar.

How do I obtain documents I previously submitted to the Registrar?

If you previously submitted documents to the Registrar and need a copy of these documents, please contact the Registrar’s Legal Department or submit a public records request at https://roc.force.com/AZRoc/s/roc-public-request.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Within AZ 877.692.9762 · Fax 602.542.1599 · roc.az.gov Hearing Packet FAQ

Complainant: Raymond Sharp Rayden Enterprises Inc 1529 E 17th Street Tucson, AZ 85719

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C008 12/23 Respondent: D C Concrete Company 114 E Sahuaro St Tucson, AZ 85705

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C008 12/23 March 20, 2024

Re: Complaint No. 2024-03163

Dear Complainant and Respondent:

A formal complaint has been filed with the Arizona Registrar of Contractors.

A jobsite inspection is scheduled for Monday, May 13, 2024 at 10:30 AM. The Complainant is required to be present. The Respondent’s attendance is requested and encouraged. The Registrar encourages both parties to make a good faith effort to resolve this complaint prior to the jobsite inspection.

COMPLAINANT: 1. Under A.R.S. § 32-1155(D)(1), the Respondent must be allowed, upon request, the opportunity to inspect the work complained of within fifteen (15) days of receiving this notice. If Respondent is not provided an opportunity to inspect the work within the fifteen (15) day time period, the Registrar may be prohibited from taking further action on this complaint. 2. The Registrar may also be precluded from taking further action on this complaint, if the work that is the subject of the complaint is subject to neglect, modification, or abnormal use. A.R.S. § 32-1155(D)(2) 3. You must provide safe access to any area to be inspected. If access to a roof or other elevated area is required, you must provide a means to safely access the area (ladder or manlift as appropriate). Additionally, please secure any animals.

RESPONDENT: 1. Enclosed is a copy of the complaint. Under A.R.S. § 32-1155(D) you must be allowed, upon request, the opportunity to inspect the work complained of within fifteen days of the date of receipt of this notice. 2. To assist the assigned investigator in evaluating the merits of the complaint, please submit a response to the enclosed complaint to the assigned investigator prior to the scheduled inspection. 3. If you do not attend the jobsite inspection, your absence may negatively impact the investigation, and your interests. 4. If a building permit(s) was required for this project, please have the building permit information available at the jobsite inspection. If either party needs to reschedule the jobsite inspection, please notify the assigned investigator at least three business days prior to the inspection date to schedule a new date and time.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C008 12/23 If the parties resolve the complaint prior to the inspection, please notify the assigned investigator in writing and by phone as soon as possible.

Sincerely,

Mike Springer Mike Springer, Investigator #192 520 5089735 [email redacted] 1700 W Washington St,Suite 105 Phoenix, Arizona 85007-2812

Cc: File Choose an item. Choose an item. Choose an item. Choose an item.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C008 12/23 A Guide to Jobsite Inspections

Purpose of the Jobsite Inspection When the Registrar receives a complaint against a contractor’s license alleging poor workmanship, the Registrar generally schedules a Jobsite Inspection. The Jobsite Inspection serves two purposes: 1. To give the contractor an opportunity to inspect the complaint items; and 2. To give the Registrar an opportunity to determine if the contractor’s work violates Arizona law.

Jobsite Inspection Rights and Responsibilities Access to inspect: The property owner has complete control over who they allow on the property. However, if the Registrar’s investigator or the contractor cannot inspect the work, the Registrar will not move forward with a citation.

Cooperation: Arizona law enables injured parties to seek relief for damages through several paths. When dealing with a licensed contractor, the Registrar of Contractors’ administrative complaint process may serve as one of those possible paths. However, in order to use that path, the Registrar relies on the cooperation of all parties to a complaint.

Minimum workmanship: The Registrar investigates workmanship complaints for compliance with minimum workmanship and professional industry standards. The Registrar does not issue citations for work that meets these standards.

Scope: The scope of the Jobsite Inspection is limited to items listed in the complaint filed with the Registrar’s office. It is the complainant’s responsibility to point out the complaint item(s) and the Investigators role to review the item(s). If the complainant identifies additional workmanship items not listed in the original complaint, they must file an addendum to the complaint. The Registrar’s Investigator may identify additional administrative violations by the contractor (e.g. work performed out of scope of the license and failure to provide a contract that meets requirements set by Arizona law) at the time of the inspection.

The Role of the Investigator At the Jobsite Inspection, the Registrar’s investigator will: ● Only investigate the items listed on the complaint form filed with the Registrar. ● Will gather evidence to make an informed decision about the complaint items.

What to expect after a Jobsite Inspection 1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C008 12/23 After doing a Jobsite Inspection, the Registrar’s Investigator will leave the jobsite and review the evidence provided during the inspection. Generally, the investigator does not make any determination at the time of the jobsite inspection regarding whether the allegations listed in the complaint are supported. ● If the allegations are confirmed, the Registrar’s Investigator may issue a Written Directive telling the contractor to correct the poor or incomplete work. ● If the allegations are not confirmed, the Registrar’s Investigator will close the complaint.

Questions? If you have already filed a complaint and it was assigned to an investigator, you are encouraged to contact that investigator directly with the information listed in your jobsite inspection letter. If you have not filed a complaint yet or have not been assigned an investigator, you can reach the Registrar’s compliance department at (877) 692-9762.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C008 12/23 A Guide to Written Directives Purpose of the Jobsite Inspection When the Registrar receives a complaint against a contractor’s license, the Registrar generally schedules a Jobsite Inspection. The Jobsite Inspection serves two purposes: 1. To give the contractor an opportunity to inspect the complaint items; and 2. To give the Registrar an opportunity to determine if the contractor’s work violates Arizona law.

What to expect after a Jobsite Inspection After doing a Jobsite Inspection, the Registrar’s Investigator will determine whether the allegations listed in the complaint are supported. ● If the allegations are confirmed, the Registrar’s Investigator may issue a Written Directive telling the contractor to correct the poor or incomplete work. ● If the allegations are not confirmed, the Registrar’s Investigator will close the complaint.

Written Directives Access: In order to use the administrative process offered by the Registrar, a property owner must provide reasonable access to allow the contractor to fix their work as directed by the Registrar in a Written Directive. Complainants may not put any additional, unnecessary restrictions on the Respondent above and beyond the initial contract requirements agreed upon at the beginning of the project. Respondents are required to make repairs on items identified on any Written Directive, not otherwise restricted by local code or HOA limitations. Complainants must make access available to the Respondent to make the required repairs and failure to provide reasonable access may result in the Registrar dismissing the complaint.

Contractor obligations: The Written Directive will set a deadline for compliance. This is the period of time determined by the Investigator as necessary to complete the items listed in the Directive. ● The deadline for compliance assumes the contractor will promptly begin working on the items listed in the Directive. ● Do not wait. Both parties should communicate quickly to schedule the work.

Extensions: If good cause exists to extend this deadline, either party may submit a written request to the Investigator. The Registrar will review requests for extension and determine if the Directive should be extended.

Manner and method of performance: The Registrar does not provide specific instructions for how to correct poor work. A licensed contractor is expected to have the skill and 1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C008 12/23 professionalism to complete the work. Moreover, the complainant may not dictate the manner of repair. If the contractor fails to appropriately correct the work according to the contract, the Registrar will issue a citation.

Compliance Inspection: After the Written Directive expires, the Registrar’s Investigator will contact the complainant to determine if the contractor performed any corrective work. ● If the contractor did corrective work, the Investigator may schedule a Compliance Inspection to determine if the poor work is corrected. ● If the contractor did not perform any corrective work, the Registrar’s Investigator will not do a Compliance Inspection and will determine whether to issue a citation based on the administrative record.

Work performed after the directive ends: After the Directive period ends, a property owner may choose to allow the contractor to continue its work. The Registrar encourages parties to work cooperatively, but cannot require a homeowner to continue to allow a contractor access to the property after the Directive period ends in order for the administrative process to continue. Denying access after the Directive ends is not grounds to close or dismiss a complaint.

Questions? If you have already filed a complaint and it was assigned to an investigator, you are encouraged to contact that investigator directly with the information listed in your jobsite inspection letter. If you have not filed a complaint yet or have not been assigned an investigator, you can reach the Registrar’s compliance department at (877) 692-9762.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C008 12/23 Complainant: Raymond Sharp Rayden Enterprises Inc 1529 E 17th Street Tucson, AZ 85719

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Respondent: D C Concrete Company 114 E Sahuaro St Tucson, AZ 85705

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 May 15, 2024

License No. ROC 073753

Re:Complaint No. 2024-03163

WRITTEN DIRECTIVE FROM THE REGISTRAR

Dear Respondent:

After investigation, the Registrar determined that you failed to meet the requirements of A.R.S. § 32-1154(A), and now issues this Directive requiring you to take appropriate corrective action. Failure to comply with this Directive constitutes a violation of A.R.S. § 32-1154(A)(22) and may result in the issuance of a citation, discipline of your license, and a civil penalty pursuant to A.R.S. § 32-1154(E) of up to $500.00. You must notify the Registrar’s assigned Investigator of your compliance with this Directive prior to 5:00 p.m. on May 31st, 2024.

RESTRICTIONS • You may not perform or hire other contractors to perform work that is outside the scope of your license. • If your license is currently suspended for administrative reasons 1, or is inactive, expired, or cancelled, you may not perform any corrective work nor contract in any manner, which includes hiring other contractors to perform work, until the suspension of your license(s) has been lifted or your license(s) has been reactivated.

DIRECTIVE REQUIREMENTS You are directed to remedy the following violations by the appropriate means:

Compliance Item: 1 - Floor surface elevation waves/varies over One-Half (1/2”) within ten feet (10') in numerous areas. Investigator’s Observation: Floor of entire building has deviations from 1/2" to over an 1" in areas using a ten foot straight edge and level. Maximum allowed is 1/4". Complainant had a third party flatness test completed which shows many variations in the floor. Governing Rule: Violation of any rule adopted by the Registrar;

This means the license is suspended for lack of qualifying party, lack of bond, nonrenewal, Recovery Fund payout, or for any reason listed in A.R.S. § 32-1124(F).

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 2 - Numerous Cracks in excess of three-thirty-seconds (3/32”) width . Investigator’s Observation: Cracks were observed that were in excess of 3/32". Condition exits throughout. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 3 - Excessive Compound Cracks in excess of IBC Building Code required standards. Investigator’s Observation: Several compound cracks were observed in excess of 1/16" Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 4 - Cracks are crumbling across the breaks. Investigator’s Observation: Numerous cracks with crumbling edges,

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 pieces loose. This condition exists throughout. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 5 - Expansion /Control Joints exceed the maximum distance required by IBC Building Code. Investigator’s Observation: Control joints are over 27'x15'. Complainant states they were to be 10'x10'. Design drawings state "Control joints need to be reviewed in field by architect w/concrete contractor." Recommended industry standard spacing would be minimum of 24 times the slab thickness. This would amount to 10'x10' .for a 5' slab. Info from Portland Cement Association. I did not receive any information that Respondent had confirmed with the architect regarding spacing Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 6 - Compound cracks in excess of one-sixteenth (1/16”) in width. Investigator’s Observation: Several areas with compound cracking in excess of 1/16". Governing Rule: Violation of any rule adopted by the Registrar;

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 7 - Half-moon cracking at entry / exit doors Investigator’s Observation: Crack at S/W door exceeds 1/16" and has pieces crumbing along the crack. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 8 - Crumbling, Spalling and or pitting of concrete at cracks. Investigator’s Observation: Most cracks are showing crumbling, crazing and spalling along cracks. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 9 - Ponding / standing water due to Floor surface elevation in excess of IBC Building Code. Investigator’s Observation: Water test was not needed, areas exceed

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 level standards and would obviously hold water. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 10 - Welded Wire Mesh for concrete reinforcement left on soil not installed per plans or IBC Building Code. Investigator’s Observation: Third party report indicates wire is present in the bottom 3rd of the core sample. If wire is used, it should be installed correctly. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 12 - Concrete surface dip n wave at door thresholds exceeds minimum level preventing sealing of weather and insects. Investigator’s Observation: Man doors and rollup door thresholds are out of level which can potentially cause issues with threshold sealing. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 14 - North rollup door - west column poor finish - trip hazard – unsightly Investigator’s Observation: Column back pours are higher than surrounding main slab. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 15 - Sidewalk has excessive block out creating non- compliant ADA entrance. Investigator’s Observation: Blockout for water at sidewalk was blocked too big, leaving large open area in ADA sidewalk. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 18 - Unfilled / Unfinished concrete around doors and fixtures. Investigator’s Observation: Finish around man doors are poorly done. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 19 - Unplaced concrete around column block out's. Investigator’s Observation: One column on S/E side has not been poured. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

ITEMS NOT REQUIRING CORRECTION The following complaint items require no action by the Respondent:

Compliance Item: 11 - GC Provided Trim Rebar, Opening Rebars, or Corners Rebars not installed per IBC Building Code or Concrete Standards. Investigator’s Observation: I am not able to verify this item. Rebar should be inspected prior to pour by local jurisdiction. Governing Rule:

Compliance Item: 13 - Dowel bent rebar at toe down edges of the canopy was lying flat on the soil when concrete was placed. Investigator’s Observation: I cannot verify this item. Governing Rule:

Compliance Item: 16 - Cracks in floor are multiplying weekly. Investigator’s Observation: This is a general statement, not a

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 workmanship item. Governing Rule:

Compliance Item: 17 - Improper, inadequate, unsightly surface finishing. Investigator’s Observation: Surface finish appears normal. Some small pinholes are present but this is common. Governing Rule:

Compliance Item: 20 - No Response to numerous attempts to get issues resolved it appears DC Concrete has abandoned project. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule:

Compliance Item: 21 - I sent a repair directive to DC Concrete it was answered by a threatening Lawyer Letter instead of addressing repairs. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule:

Compliance Item: 22 - Incorrect installation of Welded Wire Reinforcement. Investigator’s Observation: Addressed in item 10. Governing Rule:

Compliance Item: 23 - Incorrect installation of reinforcing bar at canopy tow down. Investigator’s Observation: I cannot verify this item. Rebar placement should be inspected by local jurisdiction prior to pour. Governing Rule:

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Compliance Item: 24 - Control Joints not cut for 24 +hours after pour. Investigator’s Observation: I cannot verify this item. Governing Rule:

Please direct all questions regarding this Directive to the undersigned Investigator.

Sincerely,

Mike Springer, Investigator #192 (520) 508-9735 [email redacted] 1700 W Washington St,Suite 105 Phoenix, Arizona 85007-2812

CC: Respondent Choose an item. Choose an item. Choose an item.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Jobsite Inspection Notes

Case No.: 2024-03163 Investigator: Mike Springer Inspection Date: Monday, May 13, 2024 Inspection Time: 10:30 AM

Jobsite Address: 1560 E. 17th Street Tucson, AZ 85719

Complainant: Raymond Sharp Respondent: D C Concrete Rayden Enterprises Inc Company Not Present: Not Present:

Jobsite General Notes: Photos were taken to document items. The complainant/Respondent and I addressed each item of the complaint. JSI audio recorded.

Complaint Item: 1 - Floor surface elevation waves/varies over One-Half (1/2”) within ten feet (10') in numerous areas. Investigator’s Observation: Floor of entire building has deviations from 1/2" to over an 1" in areas using a ten foot straight edge and level. Maximum allowed is 1/4". Complainant had a third party flatness test completed which shows many variations in the floor. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 2 - Numerous Cracks in excess of three-thirty-seconds (3/32”) width . Investigator’s Observation: Cracks were observed that were in excess of 3/32". Condition exits throughout. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions 1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C011 12/23

applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 3 - Excessive Compound Cracks in excess of IBC Building Code required standards. Investigator’s Observation: Several compound cracks were observed in excess of 1/16" Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 4 - Cracks are crumbling across the breaks. Investigator’s Observation: Numerous cracks with crumbling edges, pieces loose. This condition exists throughout. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 5 - Expansion /Control Joints exceed the maximum distance required by IBC Building Code. Investigator’s Observation: Control joints are over 27'x15'. Complainant states they were to be 10'x10'. Design drawings state "Control joints need to be reviewed in field by architect w/concrete contractor." Recommended industry standard spacing would be minimum of 24 times the slab thickness. This would amount to 10'x10' .for a 5' slab. Info from Portland Cement Association. I did not receive any information that Respondent had confirmed with the architect regarding spacing Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 6 - Compound cracks in excess of one-sixteenth (1/16”) in width. Investigator’s Observation: Several areas with compound cracking in excess of 1/16". Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where 1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C011 12/23

any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 7 - Half-moon cracking at entry / exit doors Investigator’s Observation: Crack at S/W door exceeds 1/16" and has pieces crumbing along the crack. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 8 - Crumbling, Spalling and or pitting of concrete at cracks. Investigator’s Observation: Most cracks are showing crumbling, crazing and spalling along cracks. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 9 - Ponding / standing water due to Floor surface elevation in excess of IBC Building Code. Investigator’s Observation: Water test was not needed, areas exceed level standards and would obviously hold water. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 10 - Welded Wire Mesh for concrete reinforcement left on soil not installed per plans or IBC Building Code. Investigator’s Observation: Third party report indicates wire is present in the bottom 3rd of the core sample. If wire is used, it should be installed correctly. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C011 12/23

Complaint Item: 12 - Concrete surface dip n wave at door thresholds exceeds minimum level preventing sealing of weather and insects. Investigator’s Observation: Man doors and rollup door thresholds are out of level which can potentially cause issues with threshold sealing. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 14 - North rollup door - west column poor finish - trip hazard – unsightly Investigator’s Observation: Column back pours are higher than surrounding main slab. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 15 - Sidewalk has excessive block out creating non- compliant ADA entrance. Investigator’s Observation: Blockout for water at sidewalk was blocked too big, leaving large open area in ADA sidewalk. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 18 - Unfilled / Unfinished concrete around doors and fixtures. Investigator’s Observation: Finish around man doors are poorly done. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 19 - Unplaced concrete around column block out's. Investigator’s Observation: One column on S/E side has not been poured. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a 1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C011 12/23

county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

ITEMS NOT REQUIRING CORRECTION:

Complaint Item: 11 - GC Provided Trim Rebar, Opening Rebars, or Corners Rebars not installed per IBC Building Code or Concrete Standards. Investigator’s Observation: I am not able to verify this item. Rebar should be inspected prior to pour by local jurisdiction. Governing Rule: Not Applicable

Complaint Item: 13 - Dowel bent rebar at toe down edges of the canopy was lying flat on the soil when concrete was placed. Investigator’s Observation: I cannot verify this item. Governing Rule: Not Applicable

Complaint Item: 16 - Cracks in floor are multiplying weekly. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule: Not Applicable

Complaint Item: 17 - Improper, inadequate, unsightly surface finishing. Investigator’s Observation: Surface finish appears normal. Some small pinholes are present but this is common. Governing Rule: Not Applicable

Complaint Item: 20 - No Response to numerous attempts to get issues resolved it appears DC Concrete has abandoned project. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule: Not Applicable

Complaint Item: 21 - I sent a repair directive to DC Concrete it was answered by a threatening Lawyer Letter instead of addressing repairs. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule: Not Applicable

Complaint Item: 22 - Incorrect installation of Welded Wire Reinforcement. Investigator’s Observation: Addressed in item 10. Governing Rule: Not Applicable

Complaint Item: 23 - Incorrect installation of reinforcing bar at canopy tow down. Investigator’s Observation: I cannot verify this item. Rebar placement 1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C011 12/23

should be inspected by local jurisdiction prior to pour. Governing Rule: Not Applicable

Complaint Item: 24 - Control Joints not cut for 24 +hours after pour. Investigator’s Observation: I cannot verify this item. Governing Rule: Not Applicable

Mike Springer, Investigator #192 (520) 508-9735 [email redacted] 1700 W Washington St,Suite 105 Phoenix, Arizona 85007-2812

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C011 12/23

Complainant: Raymond Sharp Rayden Enterprises Inc 1529 E 17th Street Tucson, AZ 85719

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Respondent: D C Concrete Company 114 E Sahuaro St Tucson, AZ 85705

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 May 17, 2024

License No. ROC 073753

Re:Complaint No. 2024-03163

AMENDED WRITTEN DIRECTIVE FROM THE REGISTRAR

Dear Respondent:

After investigation, the Registrar determined that you failed to meet the requirements of A.R.S. § 32-1154(A), and now issues this Directive requiring you to take appropriate corrective action. Failure to comply with this Directive constitutes a violation of A.R.S. § 32-1154(A)(22) and may result in the issuance of a citation, discipline of your license, and a civil penalty pursuant to A.R.S. § 32-1154(E) of up to $500.00. You must notify the Registrar’s assigned Investigator of your compliance with this Directive prior to 5:00 p.m. on June 4th, 2024.

RESTRICTIONS • You may not perform or hire other contractors to perform work that is outside the scope of your license. • If your license is currently suspended for administrative reasons 1, or is inactive, expired, or cancelled, you may not perform any corrective work nor contract in any manner, which includes hiring other contractors to perform work, until the suspension of your license(s) has been lifted or your license(s) has been reactivated.

DIRECTIVE REQUIREMENTS You are directed to remedy the following violations by the appropriate means:

Compliance Item: 1 - Floor surface elevation waves/varies over One-Half (1/2”) within ten feet (10') in numerous areas. Investigator’s Observation: Floor of entire building has deviations from 1/2" to over an 1" in areas using a ten foot straight edge and level. Maximum allowed is 1/4". Complainant had a third party flatness test completed which shows many variations in the floor.

This means the license is suspended for lack of qualifying party, lack of bond, nonrenewal, Recovery Fund payout, or for any reason listed in A.R.S. § 32-1124(F).

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 2 - Numerous Cracks in excess of three-thirty-seconds (3/32”) width . Investigator’s Observation: Cracks were observed that were in excess of 3/32". Condition exits throughout. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 3 - Excessive Compound Cracks in excess of IBC Building Code required standards. Investigator’s Observation: Several compound cracks were observed in excess of 1/16" Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Compliance Item: 4 - Cracks are crumbling across the breaks. Investigator’s Observation: Numerous cracks with crumbling edges, pieces loose. This condition exists throughout. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 5 - Expansion /Control Joints exceed the maximum distance required by IBC Building Code. Investigator’s Observation: Control joints are over 27'x15'. Complainant states they were to be 10'x10'. Design drawings state "Control joints need to be reviewed in field by architect w/concrete contractor." Recommended industry standard spacing would be minimum of 24 times the slab thickness. This would amount to 10'x10' .for a 5' slab. Info from Portland Cement Association. I did not receive any information that Respondent had confirmed with the architect regarding spacing Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 6 - Compound cracks in excess of one-sixteenth (1/16”) in width. Investigator’s Observation: Several areas with compound cracking in

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 excess of 1/16". Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 7 - Half-moon cracking at entry / exit doors Investigator’s Observation: Crack at S/W door exceeds 1/16" and has pieces crumbing along the crack. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 8 - Crumbling, Spalling and or pitting of concrete at cracks. Investigator’s Observation: Most cracks are showing crumbling, crazing and spalling along cracks. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Compliance Item: 9 - Ponding / standing water due to Floor surface elevation in excess of IBC Building Code. Investigator’s Observation: Water test was not needed, areas exceed level standards and would obviously hold water. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 10 - Welded Wire Mesh for concrete reinforcement left on soil not installed per plans or IBC Building Code. Investigator’s Observation: Third party report indicates wire is present in the bottom 3rd of the core sample. If wire is used, it should be installed correctly. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 12 - Concrete surface dip n wave at door thresholds exceeds minimum level preventing sealing of weather and insects. Investigator’s Observation: Man doors and rollup door thresholds are out of level which can potentially cause issues with threshold sealing. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 14 - North rollup door - west column poor finish - trip hazard – unsightly Investigator’s Observation: Column back pours are higher than surrounding main slab. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 15 - Sidewalk has excessive block out creating non- compliant ADA entrance. Investigator’s Observation: Blockout for water at sidewalk was blocked too big, leaving large open area in ADA sidewalk. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 18 - Unfilled / Unfinished concrete around doors and fixtures. Investigator’s Observation: Finish around man doors are poorly done.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 19 - Unplaced concrete around column block out's. Investigator’s Observation: One column on S/E side has not been poured. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 25 - reported deficiency of the thickness of the floor being 4" instead of the required 5" Investigator’s Observation: Third party report provided from Complainant states core samples are at 5.50", 4.62" , 4.25 "

Contract calls for 5 In Slab. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 ITEMS NOT REQUIRING CORRECTION The following complaint items require no action by the Respondent:

Compliance Item: 11 - GC Provided Trim Rebar, Opening Rebars, or Corners Rebars not installed per IBC Building Code or Concrete Standards. Investigator’s Observation: I am not able to verify this item. Rebar should be inspected prior to pour by local jurisdiction. Governing Rule:

Compliance Item: 13 - Dowel bent rebar at toe down edges of the canopy was lying flat on the soil when concrete was placed. Investigator’s Observation: I cannot verify this item. Governing Rule:

Compliance Item: 16 - Cracks in floor are multiplying weekly. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule:

Compliance Item: 17 - Improper, inadequate, unsightly surface finishing. Investigator’s Observation: Surface finish appears normal. Some small pinholes are present but this is common. Governing Rule:

Compliance Item: 20 - No Response to numerous attempts to get issues resolved it appears DC Concrete has abandoned project. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule:

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Compliance Item: 21 - I sent a repair directive to DC Concrete it was answered by a threatening Lawyer Letter instead of addressing repairs. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule:

Compliance Item: 22 - Incorrect installation of Welded Wire Reinforcement. Investigator’s Observation: Addressed in item 10. Governing Rule:

Compliance Item: 23 - Incorrect installation of reinforcing bar at canopy tow down. Investigator’s Observation: I cannot verify this item. Rebar placement should be inspected by local jurisdiction prior to pour. Governing Rule:

Compliance Item: 24 - Control Joints not cut for 24 +hours after pour. Investigator’s Observation: I cannot verify this item. Governing Rule:

Please direct all questions regarding this Directive to the undersigned Investigator.

Sincerely,

Mike Springer, Investigator #192 (520) 508-9735 [email redacted] 1700 W Washington St,Suite 105 Phoenix, Arizona 85007-2812

CC: Choose an item. Choose an item.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 REGISTRAR OF CONTRACTORS OF THE STATE OF ARIZONA

Raymond Sharp Case No. 2024-03163 Rayden Enterprises Inc.,

COMPLAINANT, CITATION v. D C Concrete Company License No. ROC 073753, RESPONDENT.

The Registrar issues this Citation to D C Concrete Company (“Respondent”) under A.R.S. § 32-1155(A). If Respondent fails to answer this Citation by June 22, 2024, then under A.R.S. § 32-1155(C), Respondent’s failure to answer may be deemed an admission of the act or acts charged in the underlying complaint, and the Registrar may then suspend or revoke Respondent’s license(s). THE WRITTEN COMPLAINT On March 18, 2024, Raymond Sharp of Rayden Enterprises Inc. (“Complainant”) filed a written complaint with the Registrar. A copy of that Complaint is attached to this Citation. A FORMAL STATEMENT OF THE CHARGES AGAINST RESPONDENT The Registrar investigated this matter and finds cause to charge Respondent with violation(s) of Title 32, Chapter 10 of the Arizona Revised Statutes. Respondent is charged with violating: Charge :1 A.R.S. § 32-1154(A)(3) - R4-9-108(a) Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(a): A contractor shall perform all work in a professional and workmanlike manner.

of 5

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg101 8/21 Charge :2 A.R.S. § 32-1154(A)(12) - A.R.S. § 32-1158 Failure in any material respect to comply with this chapter; Namely A.R.S. § 32-1158.

Charge :3 A.R.S. § 32-1154(A)(22)

Failure to take appropriate corrective action to comply with this chapter or with rules adopted pursuant to this chapter without valid justification within a reasonable period of time after receiving a written directive from the Registrar. The written directive shall set forth the time within which the contractor is to complete the remedial action. The time permitted for compliance shall not be less than fifteen days from the date of issuance of the directive. A license shall not be revoked or suspended nor shall any other penalty be imposed for a violation of this paragraph until after a hearing has been held.

If the matter proceeds to a hearing and the administrative law judge determines that any

of the charges listed above are supported by a preponderance of the evidence, then

Respondent’s license(s) may be subject to suspension or revocation, and Respondent may be

subject to other penalties provided by law, including civil penalties under A.R.S. §§ 32-1154(E)

and (F).

FILING A WRITTEN ANSWER Respondent must appear by filing with the Registrar a written answer to the citation and complaint showing cause, if any, why Respondent’s license(s) should not be suspended or revoked. A.R.S. § 32-1155(A). Respondent’s written answer should contain the heading “Written Answer to Citation and Complaint” and should include the case number, which is Case No. 2024-03163. How to File a Written Answer: Respondent’s written answer may be submitted in the following ways: In-Person: 1700 W. Washington St., Ste. 105, Phoenix, Arizona, 85007-2812 Mail: P.O. Box 18244, Phoenix, Arizona, 85005-8244 of 5

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg101 8/21 Email: [email redacted] The Registrar’s normal office hours are 8:00 a.m. to 5:00 p.m., Monday through Friday. If Respondent submits a written answer by mail, it is not filed with the Registrar until the Registrar actually receives it. Deadline for Filing a Written Answer: Respondent must file a written answer with the Registrar no later than June 22, 2024. This deadline is calculated under A.R.S. §§ 32-1155(A) and (B), which provides a deadline ten days after service of the Citation. Service of the Citation and Complaint is complete five days after the Registrar mails a copy of the Citation and Complaint to Respondent’s latest address of record in the Registrar’s office. Consequences for Failing to File a Written Answer: If Respondent fails to answer, Respondent’s failure may be deemed an admission of the act or acts charged in the written complaint. A.R.S. § 32-1155(C). The Registrar may then suspend or revoke Respondent’s license(s). THE ADMINISTRATIVE HEARING If Respondent files a timely written answer contesting any charges in the Complaint, then the Registrar will request the Office of Administrative Hearings set a date for an administrative hearing and will notify all the parties at least 30 days before that hearing. A.R.S. § 41-1092.05(D). INVESTIGATOR’S APPEARANCE AS A WITNESS The Registrar’s assigned investigator will appear as a witness at the hearing. If either party demands the attendance at the hearing of any other person, that party must obtain and serve a subpoena in compliance with the rules and processes established by the Office of Administrative Hearings.

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1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg101 8/21 RESPONDENT’S RIGHT TO REQUEST AN INFORMAL SETTLEMENT CONFERENCE Under A.R.S. § 41-1092.06, if Respondent submits a request to the Registrar for an informal settlement conference, the Registrar must hold a conference within 15 days after receiving the request. Respondent’s request for an informal settlement conference must be in writing and must be filed no later than 20 days before the administrative hearing. A.R.S. § 41- 1092.06(A). The Registrar will not close or settle any case without both parties’ appearance at the Settlement Conference. The parties participating in the settlement conference must have the authority to settle the case and must waive their right to object to the participation of the Registrar’s settlement conference representative in the final administrative decision. A.R.S. § 41-1092.06(B). Any statements, either written or oral, made by the parties at the conference, including a written document, created or expressed solely for the purpose of settlement negotiations, are inadmissible in the administrative hearing. A.R.S. § 41-1092.06(B). RESPONDENT’S PRIOR RECORD Under A.A.C. R4-9-117, in determining the appropriate discipline, the administrative law judge and the Registrar may consider not only facts in the current case, but also facts in prior cases and any documents regarding Respondent on file with the Registrar. Respondent’s prior disciplinary record and current license(s) status may be considered as a mitigating or aggravating factor in determining the appropriate discipline. EVIDENTIARY DISCLAIMER By issuing this Citation, the Registrar is directing Respondent to file a written answer to the Citation and Complaint, showing cause, if any, why Respondent’s license(s) should not be suspended or revoked. A.R.S. § 32-1155(A). This Citation does not constitute proof that any charge or allegation in Complainant’s written complaint is in fact true. This Citation does not

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1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg101 8/21 constitute proof that Respondent violated any statutory provision or rule adopted by the Registrar. Dated June 7, 2024. By: /s/ Shaquira Adebule Shaquira Adebule Legal Assistant II Legal Department Arizona Registrar of Contractors COPY of the foregoing mailed by Certified Mail, Return Receipt Requested, June 7, 2024 to: Respondent Certified Mail No: [number redacted] D C Concrete Company 114 E Sahuaro St Tucson, AZ 85705

Copy mailed by USPS First Class mail this same date to: Respondent D C Concrete Company 114 E Sahuaro St Tucson, AZ 85705 Complainant Raymond Sharp Rayden Enterprises Inc. 1529 E 17th Street Tucson, AZ 85719

Copy sent electronically this same date to: Respondent at email address on record with the Registrar Complainant at email address on record with the Registrar

Case No. 2024-03163 / SA

of 5

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg101 8/21 Licensed Complaint Form Departmental Use Only For Current or Suspended Licensees

The contract was Written All change orders were N/A This project was Commercial This project involved Other New Commercial Building Concrete Work A building permit was obtained by Contractor T21CM03940 City of Tucson / Pima County List and briefly describe each complaint item (Please do not write "see attached" or use additional pages unless necessary to further describe issues or list more complaint items) (limited to 100 characters per line)

1. D C Concrete refuses to answer requests for repairs, appears they have abandoned the project. 2. I issued repair directive to DC Concrete, it was answered by a threatening Lawyer Letter in lieu of addressing repairs. 3. DC Concrete refusal to provide lien waivers for payments received. 4. Control Joints not cut for 24 +hours after pour. Allegations Listed on Complaint:

Floor surface elevation waves/varies over One-Half (1/2”) within ten feet (10') in numerous areas.

Numerous Cracks in excess of three-thirty-seconds (3/32”) width .

Excessive Compound Cracks in excess of IBC Building Code required standards.

Cracks are crumbling across the breaks.

Expansion /Control Joints exceed the maximum distance required by IBC Building Code.

Compound cracks in excess of one-sixteenth (1/16”) in width.

Half-moon cracking at entry / exit doors

Crumbling, Spalling and or pitting of concrete at cracks.

Ponding / standing water due to Floor surface elevation in excess of IBC Building Code.

Welded Wire Mesh for concrete reinforcement left on soil not installed per plans or IBC Building Code.

GC Provided Trim Rebar, Opening Rebars, or Corners Rebars not installed per IBC Building Code or Concrete Standards.

Concrete surface dip n wave at door thresholds exceeds minimum level preventing sealing of weather and insects.

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0ÿ [number redacted]ÿ ÿÿ3ÿ3ÿ6664ÿ6664ÿ2345793ÿ4ÿ793493ÿÿ !ÿ"6#$56ÿ%936ÿ &'ÿ()*+ÿ ,-./012(ÿ034ÿ)351ÿ6112ÿ0-,*7*1,8ÿ(9:ÿ.;<=:<=>=,;?=ÿ@:?9<;A;BCÿDAE@F;GHÿ?G:E@:=ÿEÿG:IAJ<:ÿ?;HDEGJ=;<ÿ@;ÿ@9:ÿ=@E<IEGIÿ AE<B>EB:ÿK9J?9ÿ@9:ÿD>G?9E=:Gÿ;Fÿ@9J=ÿ?;<@GE?@ÿJ=ÿE>@9;GJL:Iÿ@;ÿ=9EG:ÿF;GÿG:MJ:KÿD>GD;=:=8ÿ.;<=>A@E@J;<ÿKJ@9ÿA:BEAÿE<IÿJ<=>GE<?:ÿ?;><=:AÿEG:ÿ =@G;<BACÿ:<?;>GEB:I8ÿ4;>ÿHECÿ;<ACÿHEN:ÿ?;DJ:=ÿ;FÿFJ<EAJL:IÿI;?>H:<@=ÿF;GÿIJ=@GJO>@J;<ÿ@;ÿDEG@J:=ÿJ<ÿIJG:?@ÿ?;<<:?@J;<ÿKJ@9ÿ@9J=ÿ?;<@GE?@8ÿ3<Cÿ ;@9:Gÿ>=:=ÿEG:ÿ=@GJ?@ACÿDG;9JOJ@:I8ÿ PQ808ÿ6*2,*2Rÿ,*+S/(1ÿST-.1++1+ÿ1U?:D@ÿE=ÿ;@9:GKJ=:ÿDG;MJI:IÿOCÿ@9J=ÿ3BG::H:<@VÿJFÿ<:J@9:Gÿ IJG:?@ÿIJ=?>==J;<=ÿ<;GÿH:IJE@J;<ÿ=>??:==F>AACÿG:=;AM:=ÿ@9:ÿIJ=D>@:Vÿ@9:ÿSEG@J:=ÿ=9EAAÿ=>OHJ@ÿ@9:ÿHE@@:Gÿ @;ÿ@9:ÿOJ<IJ<BÿIJ=D>@:ÿG:=;A>@J;<ÿDG;?:I>G:ÿ=:A:?@:IÿO:A;KWÿ qÿ3T6*(T3(*-2ÿ(9:ÿSEG@J:=ÿ?9;;=:ÿOJ<IJ<BÿEGOJ@GE@J;<ÿJ<ÿE??;GIE<?:ÿKJ@9ÿ@9:ÿ.;<=@G>?@J;<ÿ *<I>=@GCÿ3GOJ@GE@J;<ÿT>A:=ÿ;Fÿ@9:ÿ333ÿ@9:<ÿJ<ÿ:FF:?@8ÿX2YÿZ"[\]^_Xÿ[YX^"ÿ"^`Y[ÿ[%ÿ XÿYX"8ÿ^aÿÿ2%b"[ÿ%ÿc]VÿKJ@9ÿ;GÿKJ@9;>@ÿEÿd>GC8ÿ(9J=ÿEBG::H:<@ÿ@;ÿEGOJ@GE@:ÿ=9EAAÿO:ÿ =D:?JFJ?EAACÿ:<F;G?:EOA:ÿ><I:Gÿ@9:ÿDG:MEJAJ<BÿEGOJ@GE@J;<ÿAEK8ÿ3<ÿEKEGIÿ:<@:G:IÿJ<ÿE<ÿEGOJ@GE@J;<ÿ DG;?::IJ<Bÿ=9EAAÿO:ÿFJ<EAVÿE<Iÿd>IBH:<@ÿHECÿO:ÿ:<@:G:Iÿ>D;<ÿJ@ÿJ<ÿE??;GIE<?:ÿKJ@9ÿEDDAJ?EOA:ÿ AEKÿJ<ÿE<Cÿ?;>G@ÿ9EMJ<Bÿd>GJ=IJ?@J;<8ÿ ÿe*(*R3(*-2ÿeJ@JBE@J;<ÿJ<ÿ:J@9:Gÿ@9:ÿ=@E@:ÿ;GÿF:I:GEAÿ?;>G@ÿ9EMJ<Bÿd>GJ=IJ?@J;<ÿ;Fÿ@9:ÿHE@@:GÿJ<ÿ @9:ÿA;?E@J;<ÿ;Fÿ@9:ÿSG;d:?@8ÿ *Fÿ<;ÿJ<IJ?E@:IVÿ@9:<ÿAJ@JBE@J;<ÿJ=ÿ@9:ÿI:FE>A@ÿE<Iÿ<;@ÿEGOJ@GE@J;<8ÿÿ PQ808P8ÿ.-+(+ÿ(9:ÿ?;=@=ÿ;FÿE<CÿOJ<IJ<BÿIJ=D>@:ÿG:=;A>@J;<ÿDG;?:I>G:=ÿE<IÿG:E=;<EOA:ÿE@@;G<:C=fÿ F::=ÿ=9EAAÿO:ÿO;G<:ÿOCÿ@9:ÿ<;<gDG:MEJAJ<BÿSEG@CVÿE=ÿI:@:GHJ<:IÿOCÿ@9:ÿEId>IJ?E@;Gÿ;Fÿ@9:ÿIJ=D>@:8ÿ PQ808h8ÿ512/1ÿ(9:ÿSG;d:?@ÿA;?E@J;<ÿ=9EAAÿ=:GM:ÿE=ÿ@9:ÿM:<>:8ÿ PQ808i8ÿ2:J@9:GÿSEG@CÿHECÿ?;HH:<?:ÿEGOJ@GE@J;<ÿJFÿ@9:ÿ?AEJHÿ;Gÿ?E>=:ÿ;FÿE?@J;<ÿK;>AIÿO:ÿOEGG:Iÿ OCÿ@9:ÿEDDAJ?EOA:ÿ=@E@>@:ÿ;FÿAJHJ@E@J;<=ÿ9EIÿ@9:ÿ?AEJHÿ;Gÿ?E>=:ÿ;FÿE?@J;<ÿO::<ÿFJA:IÿJ<ÿEÿ=@E@:ÿ;Gÿ F:I:GEAÿ?;>G@8ÿT:?:JD@ÿ;FÿEÿI:HE<IÿF;GÿEGOJ@GE@J;<ÿOCÿ@9:ÿD:G=;<ÿ;Gÿ:<@J@CÿEIHJ<J=@:GJ<Bÿ@9:ÿ EGOJ@GE@J;<ÿ=9EAAÿ?;<=@J@>@:ÿ@9:ÿ?;HH:<?:H:<@ÿ;FÿA:BEAÿDG;?::IJ<B=ÿF;Gÿ@9:ÿD>GD;=:=ÿ;Fÿ I:@:GHJ<J<BÿK9:@9:GÿEÿ?AEJHÿ;Gÿ?E>=:ÿ;FÿE?@J;<ÿJ=ÿOEGG:IÿOCÿ@9:ÿEDDAJ?EOA:ÿ=@E@>@:ÿ;FÿAJHJ@E@J;<=8ÿ P08ÿ0*+.1ee321-/+ÿ P08P8ÿ1j(12(ÿ-7ÿ3RT11012(ÿ1U?:D@ÿE=ÿ:UDG:==ACÿDG;MJI:IVÿ@9J=ÿ3BG::H:<@ÿJ=ÿF;Gÿ@9:ÿ:U?A>=JM:ÿ O:<:FJ@ÿ;Fÿ@9:ÿSEG@J:=ÿE<Iÿ<;@ÿF;Gÿ@9:ÿO:<:FJ@ÿ;FÿE<Cÿ@9JGIÿDEG@C8ÿ(9J=ÿ3BG::H:<@ÿG:DG:=:<@=ÿ@9:ÿ:<@JG:ÿ E<IÿJ<@:BGE@:IÿEBG::H:<@ÿO:@K::<ÿ@9:ÿSEG@J:=VÿE<Iÿ=>D:G=:I:=ÿEAAÿDGJ;Gÿ<:B;@JE@J;<=Vÿ G:DG:=:<@E@J;<=Vÿ;GÿEBG::H:<@=Vÿ:J@9:GÿKGJ@@:<ÿ;Gÿ;GEA8ÿ P08h8ÿ3++*R2012(ÿ+>O?;<@GE?@;Gÿ=9EAAÿ<;@ÿE==JB<ÿ@9:ÿK9;A:ÿ;GÿE<CÿDEG@ÿ;Fÿ@9:ÿ+>O?;<@GE?@ÿk;GNÿ;Gÿ @9J=ÿ3BG::H:<@ÿKJ@9;>@ÿDGJ;GÿKGJ@@:<ÿEDDG;MEAÿ;Fÿ.;<=@G>?@;G8ÿ P08i8ÿ2-(*.1ÿ/<A:==ÿ?9E<B:IÿJ<ÿKGJ@J<BVÿEÿSEG@Cf=ÿEIIG:==ÿJ<IJ?E@:IÿJ<ÿ3G@J?A:ÿPÿ=9EAAÿO:ÿ>=:IÿK9:<ÿ I:AJM:GJ<Bÿ<;@J?:ÿ@;ÿEÿD9C=J?EAÿEIIG:==8ÿ1U?:D@ÿF;Gÿ3BG::H:<@ÿ@:GHJ<E@J;<ÿE<IÿE=ÿ;@9:GKJ=:ÿ=D:?JFJ:Iÿ J<ÿ@9:ÿ.;<@GE?@ÿ,;?>H:<@=Vÿ<;@J?:ÿJ=ÿ:FF:?@JM:ÿ>D;<ÿ@GE<=HJ==J;<ÿOCÿE<Cÿ:FF:?@JM:ÿH:E<=VÿJ<?A>IJ<Bÿ /8+8ÿD;=@EAÿ=:GMJ?:ÿE<Iÿ;M:G<JB9@ÿI:AJM:GCÿ=:GMJ?:ÿ P08l8ÿm-*2(ÿ,T37(*2Rÿ(9:ÿSEG@J:=ÿ:UDG:==ACÿEBG::ÿ@9E@ÿ@9J=ÿ3BG::H:<@ÿKE=ÿd;J<@ACÿIGEF@:IVÿE<Iÿ@9E@ÿ @9:CÿO;@9ÿ9EIÿ;DD;G@><J@Cÿ@;ÿ<:B;@JE@:ÿ@:GH=ÿE<Iÿ@;ÿ;O@EJ<ÿE==J=@E<?:ÿ;Fÿ?;><=:AÿJ<ÿG:MJ:KJ<Bÿ@:GH=ÿ O:F;G:ÿ:U:?>@J;<8ÿ(9J=ÿ3BG::H:<@ÿ=9EAAÿO:ÿ?;<=@G>:Iÿ<:J@9:GÿEBEJ<=@ÿ<;GÿJ<ÿFEM;Gÿ;Fÿ:J@9:GÿSEG@CVÿO>@ÿ =9EAAÿO:ÿ?;<=@G>:IÿJ<ÿEÿ<:>@GEAÿHE<<:G8ÿ .-2+(T/.(-Tÿnooooopÿrstuvwÿywzÿ{w| 64Wÿÿ ÿ ÿÿ2301Wÿÿooors ooto}o~osoo€ooooooooooo(*(e1Wÿÿÿoo oÿ oovo‚ooooooooooooooooÿ k*(21++Wÿÿ ÿ ÿÿ2301Wÿÿoooooooooooooooooooooo(*(e1Wÿÿÿoooooooooooooooÿ 0ÿ [number redacted]ÿ ÿÿ3ÿ3ÿ6664ÿ6664ÿ2345793ÿ4ÿ793493ÿÿ !ÿ"6#$56ÿ%936ÿ &'ÿ()*+ÿ ,-./012(ÿ034ÿ)351ÿ6112ÿ0-,*7*1,8ÿ(9:ÿ.;<=:<=>=,;?=ÿ@:?9<;A;BCÿDAE@F;GHÿ?G:E@:=ÿEÿG:IAJ<:ÿ?;HDEGJ=;<ÿ@;ÿ@9:ÿ=@E<IEGIÿ AE<B>EB:ÿK9J?9ÿ@9:ÿD>G?9E=:Gÿ;Fÿ@9J=ÿ?;<@GE?@ÿJ=ÿE>@9;GJL:Iÿ@;ÿ=9EG:ÿF;GÿG:MJ:KÿD>GD;=:=8ÿ.;<=>A@E@J;<ÿKJ@9ÿA:BEAÿE<IÿJ<=>GE<?:ÿ?;><=:AÿEG:ÿ =@G;<BACÿ:<?;>GEB:I8ÿ4;>ÿHECÿ;<ACÿHEN:ÿ?;DJ:=ÿ;FÿFJ<EAJL:IÿI;?>H:<@=ÿF;GÿIJ=@GJO>@J;<ÿ@;ÿDEG@J:=ÿJ<ÿIJG:?@ÿ?;<<:?@J;<ÿKJ@9ÿ@9J=ÿ?;<@GE?@8ÿ3<Cÿ ;@9:Gÿ>=:=ÿEG:ÿ=@GJ?@ACÿDG;9JOJ@:I8ÿ +/6.-2(P3.(-PQÿRSSSSSTÿ deÿeghijklkÿmhin 64Qÿÿ ÿ ÿÿ2301QÿÿSSWX SSYSZSÿS\] SS^S_S`SSSSSSSSSSS(*(U1QÿÿÿSSSSabc SSSSSSSSSSSSSSSSSÿ V*(21++Qÿÿ ÿ ÿÿ2301QÿÿSSSSSSSSSSSSSSSSSSSSSS(*(U1QÿÿÿSSSSSSSSSSSSSSSÿ

12,ÿ-7ÿ,-./012(8ÿ

0ÿ [number redacted]ÿ ÿÿ3ÿ3ÿ6664ÿ6664ÿ2345793ÿ4ÿ793493ÿÿ !ÿ"6#$56ÿ%936ÿ &'ÿ()*+ÿ ,-./012(ÿ034ÿ)351ÿ6112ÿ0-,*7*1,8ÿ(9:ÿ.;<=:<=>=,;?=ÿ@:?9<;A;BCÿDAE@F;GHÿ?G:E@:=ÿEÿG:IAJ<:ÿ?;HDEGJ=;<ÿ@;ÿ@9:ÿ=@E<IEGIÿ AE<B>EB:ÿK9J?9ÿ@9:ÿD>G?9E=:Gÿ;Fÿ@9J=ÿ?;<@GE?@ÿJ=ÿE>@9;GJL:Iÿ@;ÿ=9EG:ÿF;GÿG:MJ:KÿD>GD;=:=8ÿ.;<=>A@E@J;<ÿKJ@9ÿA:BEAÿE<IÿJ<=>GE<?:ÿ?;><=:AÿEG:ÿ =@G;<BACÿ:<?;>GEB:I8ÿ4;>ÿHECÿ;<ACÿHEN:ÿ?;DJ:=ÿ;FÿFJ<EAJL:IÿI;?>H:<@=ÿF;GÿIJ=@GJO>@J;<ÿ@;ÿDEG@J:=ÿJ<ÿIJG:?@ÿ?;<<:?@J;<ÿKJ@9ÿ@9J=ÿ?;<@GE?@8ÿ3<Cÿ ;@9:Gÿ>=:=ÿEG:ÿ=@GJ?@ACÿDG;9JOJ@:I8ÿ October 27, 2023 ROC 49920 & 73753

RayDen Enterprises Inc. CO Ray Sharp 6620 N Camino De La Karina Tucson AZ 85718 [email redacted], 520-403-7882

RE: CONCRETE PROPOSAL FOR: 17th St Building located at 1560 E. 17th St.

We, DC Concrete Inc., hereby propose to furnish labor and material in accordance with plans, dated September 23, 2019 Burton and Assoc. Proj # 1610 and submitted to us by Ray Sharp for the sums listed below. per the foundation plans, except where there are EXCLUSIONS or OPTIONS.

Interior Shop slab, 5” thick Foundation reinforced per plan and with 3# of Forta Fierro structural fibers. $46,531.00

Exterior covered work slab, 5” thick concrete reinforced Per plan and with 3# of Forta Fierro Fibers. $24,264.00

Driveway from 17th to New Building per Site plan Page SP1 . 5” thick non reinforced concrete 460 sq. ft. @ $6.50 per sq. ft. $ 2,990.00

5’ wide sidewalk, stoops and misc. flatwork, 4” thick non reinforced Billed per Sq. Ft. @ $6.00 per sq. ft.

This price includes the following: 1. Layout of concrete areas by DC Concrete based on provided plans and existing structures. 2. Excavation of footings with normal soil conditions. 3. Trenching and placement of rebar steel reinforcement rods per plan. 4. Specific concrete slab work on the buildings per the floor & foundation plan, except where there are EXCLUSIONS or OPTIONS. 5. Footings for Building provided by others. Placement and compaction of ABC base in shop area provided by general contractor. 6. General Contractor must provide an area within the site for ready-mix concrete trucks and concrete pumping trucks to washout. 7. Concrete at 3000 PSI for all concrete work. 8. Structural slabs to include 3# of Fotra Fierro structural fibers. 9. C.J.’s to be soft cut after the pour of the concrete for structural areas 10. All exterior flatwork control joints will be cut with a jointer approximately 1” deep by ¾” wide, which is the standard in the industry. Any smaller joints will require additional labor costs and will bid on accordingly. 11. Listed exterior flat work – standard broom finish – 3000 PSI. 12. Concrete pumping as needed.

EXCLUSIONS:

Above price excludes the following: 1. Compaction testing of subgrade. 2. Fill under area sidewalks. 3. Concrete wash out areas. 4. Colored concrete. 5. Adequate site water must be available. 6. Hauling away of overburden. 7. All costs of any foundation Engineering or testing – Also any Soils Engineering or testing. 8. Interior holdowns / imbeds of any kind. 9. Compaction of plumbing ditches inside or outside of structure. 10. Steel column templates, plates and bolts. 11. Special inspection certificates or special inspection fees. 12. Backfill and compaction to within 8” of FFE. 13. Demo or haul away of any existing materials or structures. 14. If not listed, it is excluded! These prices are also contingent upon the following: Construction pad to be pregraded, compacted and within + .10 of one foot prior to start of construction. This work, (pregrade and compaction) shall be completed by others, and DC Concrete Inc. shall have no responsibility or liability with respect to such items. 1. Excavation of footings under normal soil conditions only, and any jackhammer or blasting work will be extra. 2. You acknowledge and agree that certain cracking of slabs and stem walls is normal and accepted by the industry standard, as well as by the Arizona Registrar of Contractors. DC Concrete Inc. shall have no liability or obligation relating to hairline or minor cracks, cracks caused by others or by conditions created by others, or cracks ordinarily accepted by industry standard. Without limitation, it is acknowledged that cracking can be more prevalent near mechanical and plumbing equipment and fixtures, electrical boxes and other such areas, and that the treatment of such areas by other contractors may contribute to cracking, which DC Concrete Inc. cannot control. 3. The undersigned acknowledges that DC Concrete Inc. is not supplying the plans, specifications, or soil reports. It is further acknowledged by the undersigned that the lack of correct and complete information regarding soil conditions may result in defects or faults. The undersigned hereby releases and agrees to hold harmless DC Concrete Inc. from any liability, damages, or costs arising there from. 4. Property pins are the responsibility of others. Pretreating is the responsibility of others. DC Concrete Inc. shall have absolutely no liability or responsibility relating in any way to treatment for pests or termites or with respect to any damage or expense caused by or relating to pests or termites. The prime contractor shall be responsible for addressing such matters with other contractors. 5. Depending on weather conditions, concrete pours may need to start as early as 3:00 A.M. 6. By signing this contract, you become the PRIME CONTRACTOR and are responsible for State and City sales taxes. 7. Price is effective for 60 days, at which time it will be subject to an increase due to labor, material cost increases or other market conditions.

17th St Building DC Concrete Inc. holds the appropriate Arizona State Workmen's Compensation policy and will be responsible for its employees during the course of construction as stated at said job.

PAYMENT AS FOLLOWS: Payment in full within 30 days following billing of work completed. Invoices not paid by the due date are subject to a 2% per month service charge. In the event of a dispute arising out of the terms hereby set forth, the prevailing party shall be awarded reasonable attorney's fees in addition to court costs, lien costs, and other costs incidental thereto.

RayDen Ent Inc Pres Accepted by: Prime Contractor, by , its Signature Title

for RayDen Inc Nov 10th, 2023 ___________________________________ ___________ _____________________ ____ ___________ Owner Signature Date Owner Signature Date

DC Concrete Inc., by , its CFO 10/27/23 Signature Title Date

ACCEPTANCE OF THIS PROPOSAL CONSTITUTES A SUB-CONTRACT ACCEPTANCE.

17th St Building Core # 1 that is 5.5" but bottom is not attached to this photo cause I couldn't hold the parts and take photo at same time. Reinforcing Wire Complaint # 2024- 03163 P 1 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

foot section is approx. ¾” out of level near N/W roll up door. Right side Complaint # 2024- 03163 P 2 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Foot section out of level approx. ¾” Left side of N/W roll up door. Complaint # 2024- 03163 P 3 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Floor out of level approx. ½” in 10feet. N/W roll up door interior. Complaint # 2024- 03163 P 4 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 5 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Floor out of level approx. ½” in 10 feet. Middle West section. Complaint # 2024- 03163 P 6 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 7 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Middle South section ½” out of level in 10 feet. Complaint # 2024- 03163 P 8 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 9 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 10 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 11 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Floor S/E section Over 1” out of level in 10 feet. Complaint # 2024- 03163 P 12 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 13 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Numerous cracks exceeding 3/32” Complaint # 2024- 03163 P 14 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 15 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 16 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Aggregate showing at control joint with cracking. Complaint # 2024- 03163 P 17 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 18 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 19 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Compound cracking over 1/16” Complaint # 2024- 03163 P 20 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 21 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 22 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 23 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Control joints are 27’ 2” x 15’ 4” throughout Complaint # 2024- 03163 P 24 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 25 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 26 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 27 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Half moon cracking at S/W doorway. Complaint # 2024- 03163 P 28 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 29 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Large dips at doorway S/W door. Complaint # 2024- 03163 P 30 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Doorway ½” out of level between frame. Complaint # 2024- 03163 P 31 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Doorways at enclosed area are all ¼” min out of level between frames. Complaint # 2024- 03163 P 32 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 33 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Doorway out of level N/E exterior man door. Unable to attach threshold. Complaint # 2024- 03163 P 34 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

North doorway out of level. Complaint # 2024- 03163 P 35 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

N/W man door out of level with dips. Complaint # 2024- 03163 P 36 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 37 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 38 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 39 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 40 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 41 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Column poor are not flush with main floor. Tripping hazard. Complaint # 2024- 03163 P 42 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 43 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 44 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

column S/E not poured. Complaint # 2024- 03163 P 45 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 48 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Blockout excessive Jobsite Inspection Notes

Case No.: 2024-03163 Investigator: Mike Springer Inspection Date: Monday, May 13, 2024 Inspection Time: 10:30 AM

Jobsite Address: 1560 E. 17th Street Tucson, AZ 85719

Complainant: Raymond Sharp Respondent: D C Concrete Rayden Enterprises Inc Company Not Present: Not Present:

Jobsite General Notes: Photos were taken to document items. The complainant/Respondent and I addressed each item of the complaint. JSI audio recorded.

Complaint Item: 1 - Floor surface elevation waves/varies over One-Half (1/2”) within ten feet (10') in numerous areas. Investigator’s Observation: Floor of entire building has deviations from 1/2" to over an 1" in areas using a ten foot straight edge and level. Maximum allowed is 1/4". Complainant had a third party flatness test completed which shows many variations in the floor. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 2 - Numerous Cracks in excess of three-thirty-seconds (3/32”) width . Investigator’s Observation: Cracks were observed that were in excess of 3/32". Condition exits throughout. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions 1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C011 12/23

applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 3 - Excessive Compound Cracks in excess of IBC Building Code required standards. Investigator’s Observation: Several compound cracks were observed in excess of 1/16" Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 4 - Cracks are crumbling across the breaks. Investigator’s Observation: Numerous cracks with crumbling edges, pieces loose. This condition exists throughout. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 5 - Expansion /Control Joints exceed the maximum distance required by IBC Building Code. Investigator’s Observation: Control joints are over 27'x15'. Complainant states they were to be 10'x10'. Design drawings state "Control joints need to be reviewed in field by architect w/concrete contractor." Recommended industry standard spacing would be minimum of 24 times the slab thickness. This would amount to 10'x10' .for a 5' slab. Info from Portland Cement Association. I did not receive any information that Respondent had confirmed with the architect regarding spacing Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 6 - Compound cracks in excess of one-sixteenth (1/16”) in width. Investigator’s Observation: Several areas with compound cracking in excess of 1/16". Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where 1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C011 12/23

any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 7 - Half-moon cracking at entry / exit doors Investigator’s Observation: Crack at S/W door exceeds 1/16" and has pieces crumbing along the crack. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 8 - Crumbling, Spalling and or pitting of concrete at cracks. Investigator’s Observation: Most cracks are showing crumbling, crazing and spalling along cracks. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 9 - Ponding / standing water due to Floor surface elevation in excess of IBC Building Code. Investigator’s Observation: Water test was not needed, areas exceed level standards and would obviously hold water. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 10 - Welded Wire Mesh for concrete reinforcement left on soil not installed per plans or IBC Building Code. Investigator’s Observation: Third party report indicates wire is present in the bottom 3rd of the core sample. If wire is used, it should be installed correctly. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C011 12/23

Complaint Item: 12 - Concrete surface dip n wave at door thresholds exceeds minimum level preventing sealing of weather and insects. Investigator’s Observation: Man doors and rollup door thresholds are out of level which can potentially cause issues with threshold sealing. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 14 - North rollup door - west column poor finish - trip hazard – unsightly Investigator’s Observation: Column back pours are higher than surrounding main slab. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 15 - Sidewalk has excessive block out creating non- compliant ADA entrance. Investigator’s Observation: Blockout for water at sidewalk was blocked too big, leaving large open area in ADA sidewalk. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 18 - Unfilled / Unfinished concrete around doors and fixtures. Investigator’s Observation: Finish around man doors are poorly done. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Complaint Item: 19 - Unplaced concrete around column block out's. Investigator’s Observation: One column on S/E side has not been poured. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a 1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C011 12/23

county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

ITEMS NOT REQUIRING CORRECTION:

Complaint Item: 11 - GC Provided Trim Rebar, Opening Rebars, or Corners Rebars not installed per IBC Building Code or Concrete Standards. Investigator’s Observation: I am not able to verify this item. Rebar should be inspected prior to pour by local jurisdiction. Governing Rule: Not Applicable

Complaint Item: 13 - Dowel bent rebar at toe down edges of the canopy was lying flat on the soil when concrete was placed. Investigator’s Observation: I cannot verify this item. Governing Rule: Not Applicable

Complaint Item: 16 - Cracks in floor are multiplying weekly. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule: Not Applicable

Complaint Item: 17 - Improper, inadequate, unsightly surface finishing. Investigator’s Observation: Surface finish appears normal. Some small pinholes are present but this is common. Governing Rule: Not Applicable

Complaint Item: 20 - No Response to numerous attempts to get issues resolved it appears DC Concrete has abandoned project. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule: Not Applicable

Complaint Item: 21 - I sent a repair directive to DC Concrete it was answered by a threatening Lawyer Letter instead of addressing repairs. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule: Not Applicable

Complaint Item: 22 - Incorrect installation of Welded Wire Reinforcement. Investigator’s Observation: Addressed in item 10. Governing Rule: Not Applicable

Complaint Item: 23 - Incorrect installation of reinforcing bar at canopy tow down. Investigator’s Observation: I cannot verify this item. Rebar placement 1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C011 12/23

should be inspected by local jurisdiction prior to pour. Governing Rule: Not Applicable

Complaint Item: 24 - Control Joints not cut for 24 +hours after pour. Investigator’s Observation: I cannot verify this item. Governing Rule: Not Applicable

Mike Springer, Investigator #192 (520) 508-9735 [email redacted] 1700 W Washington St,Suite 105 Phoenix, Arizona 85007-2812

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C011 12/23

Complainant: Raymond Sharp Rayden Enterprises Inc 1529 E 17th Street Tucson, AZ 85719

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Respondent: D C Concrete Company 114 E Sahuaro St Tucson, AZ 85705

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 May 15, 2024

License No. ROC 073753

Re:Complaint No. 2024-03163

WRITTEN DIRECTIVE FROM THE REGISTRAR

Dear Respondent:

After investigation, the Registrar determined that you failed to meet the requirements of A.R.S. § 32-1154(A), and now issues this Directive requiring you to take appropriate corrective action. Failure to comply with this Directive constitutes a violation of A.R.S. § 32-1154(A)(22) and may result in the issuance of a citation, discipline of your license, and a civil penalty pursuant to A.R.S. § 32-1154(E) of up to $500.00. You must notify the Registrar’s assigned Investigator of your compliance with this Directive prior to 5:00 p.m. on May 31st, 2024.

RESTRICTIONS • You may not perform or hire other contractors to perform work that is outside the scope of your license. • If your license is currently suspended for administrative reasons 1, or is inactive, expired, or cancelled, you may not perform any corrective work nor contract in any manner, which includes hiring other contractors to perform work, until the suspension of your license(s) has been lifted or your license(s) has been reactivated.

DIRECTIVE REQUIREMENTS You are directed to remedy the following violations by the appropriate means:

Compliance Item: 1 - Floor surface elevation waves/varies over One-Half (1/2”) within ten feet (10') in numerous areas. Investigator’s Observation: Floor of entire building has deviations from 1/2" to over an 1" in areas using a ten foot straight edge and level. Maximum allowed is 1/4". Complainant had a third party flatness test completed which shows many variations in the floor. Governing Rule: Violation of any rule adopted by the Registrar;

This means the license is suspended for lack of qualifying party, lack of bond, nonrenewal, Recovery Fund payout, or for any reason listed in A.R.S. § 32-1124(F).

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 2 - Numerous Cracks in excess of three-thirty-seconds (3/32”) width . Investigator’s Observation: Cracks were observed that were in excess of 3/32". Condition exits throughout. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 3 - Excessive Compound Cracks in excess of IBC Building Code required standards. Investigator’s Observation: Several compound cracks were observed in excess of 1/16" Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 4 - Cracks are crumbling across the breaks. Investigator’s Observation: Numerous cracks with crumbling edges,

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 pieces loose. This condition exists throughout. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 5 - Expansion /Control Joints exceed the maximum distance required by IBC Building Code. Investigator’s Observation: Control joints are over 27'x15'. Complainant states they were to be 10'x10'. Design drawings state "Control joints need to be reviewed in field by architect w/concrete contractor." Recommended industry standard spacing would be minimum of 24 times the slab thickness. This would amount to 10'x10' .for a 5' slab. Info from Portland Cement Association. I did not receive any information that Respondent had confirmed with the architect regarding spacing Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 6 - Compound cracks in excess of one-sixteenth (1/16”) in width. Investigator’s Observation: Several areas with compound cracking in excess of 1/16". Governing Rule: Violation of any rule adopted by the Registrar;

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 7 - Half-moon cracking at entry / exit doors Investigator’s Observation: Crack at S/W door exceeds 1/16" and has pieces crumbing along the crack. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 8 - Crumbling, Spalling and or pitting of concrete at cracks. Investigator’s Observation: Most cracks are showing crumbling, crazing and spalling along cracks. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 9 - Ponding / standing water due to Floor surface elevation in excess of IBC Building Code. Investigator’s Observation: Water test was not needed, areas exceed

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 level standards and would obviously hold water. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 10 - Welded Wire Mesh for concrete reinforcement left on soil not installed per plans or IBC Building Code. Investigator’s Observation: Third party report indicates wire is present in the bottom 3rd of the core sample. If wire is used, it should be installed correctly. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 12 - Concrete surface dip n wave at door thresholds exceeds minimum level preventing sealing of weather and insects. Investigator’s Observation: Man doors and rollup door thresholds are out of level which can potentially cause issues with threshold sealing. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 14 - North rollup door - west column poor finish - trip hazard – unsightly Investigator’s Observation: Column back pours are higher than surrounding main slab. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 15 - Sidewalk has excessive block out creating non- compliant ADA entrance. Investigator’s Observation: Blockout for water at sidewalk was blocked too big, leaving large open area in ADA sidewalk. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 18 - Unfilled / Unfinished concrete around doors and fixtures. Investigator’s Observation: Finish around man doors are poorly done. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 19 - Unplaced concrete around column block out's. Investigator’s Observation: One column on S/E side has not been poured. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

ITEMS NOT REQUIRING CORRECTION The following complaint items require no action by the Respondent:

Compliance Item: 11 - GC Provided Trim Rebar, Opening Rebars, or Corners Rebars not installed per IBC Building Code or Concrete Standards. Investigator’s Observation: I am not able to verify this item. Rebar should be inspected prior to pour by local jurisdiction. Governing Rule:

Compliance Item: 13 - Dowel bent rebar at toe down edges of the canopy was lying flat on the soil when concrete was placed. Investigator’s Observation: I cannot verify this item. Governing Rule:

Compliance Item: 16 - Cracks in floor are multiplying weekly. Investigator’s Observation: This is a general statement, not a

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 workmanship item. Governing Rule:

Compliance Item: 17 - Improper, inadequate, unsightly surface finishing. Investigator’s Observation: Surface finish appears normal. Some small pinholes are present but this is common. Governing Rule:

Compliance Item: 20 - No Response to numerous attempts to get issues resolved it appears DC Concrete has abandoned project. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule:

Compliance Item: 21 - I sent a repair directive to DC Concrete it was answered by a threatening Lawyer Letter instead of addressing repairs. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule:

Compliance Item: 22 - Incorrect installation of Welded Wire Reinforcement. Investigator’s Observation: Addressed in item 10. Governing Rule:

Compliance Item: 23 - Incorrect installation of reinforcing bar at canopy tow down. Investigator’s Observation: I cannot verify this item. Rebar placement should be inspected by local jurisdiction prior to pour. Governing Rule:

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Compliance Item: 24 - Control Joints not cut for 24 +hours after pour. Investigator’s Observation: I cannot verify this item. Governing Rule:

Please direct all questions regarding this Directive to the undersigned Investigator.

Sincerely,

Mike Springer, Investigator #192 (520) 508-9735 [email redacted] 1700 W Washington St,Suite 105 Phoenix, Arizona 85007-2812

CC: Respondent Choose an item. Choose an item. Choose an item.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Complainant: Raymond Sharp Rayden Enterprises Inc 1529 E 17th Street Tucson, AZ 85719

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Respondent: D C Concrete Company 114 E Sahuaro St Tucson, AZ 85705

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 May 17, 2024

License No. ROC 073753

Re:Complaint No. 2024-03163

AMENDED WRITTEN DIRECTIVE FROM THE REGISTRAR

Dear Respondent:

After investigation, the Registrar determined that you failed to meet the requirements of A.R.S. § 32-1154(A), and now issues this Directive requiring you to take appropriate corrective action. Failure to comply with this Directive constitutes a violation of A.R.S. § 32-1154(A)(22) and may result in the issuance of a citation, discipline of your license, and a civil penalty pursuant to A.R.S. § 32-1154(E) of up to $500.00. You must notify the Registrar’s assigned Investigator of your compliance with this Directive prior to 5:00 p.m. on June 4th, 2024.

RESTRICTIONS • You may not perform or hire other contractors to perform work that is outside the scope of your license. • If your license is currently suspended for administrative reasons 1, or is inactive, expired, or cancelled, you may not perform any corrective work nor contract in any manner, which includes hiring other contractors to perform work, until the suspension of your license(s) has been lifted or your license(s) has been reactivated.

DIRECTIVE REQUIREMENTS You are directed to remedy the following violations by the appropriate means:

Compliance Item: 1 - Floor surface elevation waves/varies over One-Half (1/2”) within ten feet (10') in numerous areas. Investigator’s Observation: Floor of entire building has deviations from 1/2" to over an 1" in areas using a ten foot straight edge and level. Maximum allowed is 1/4". Complainant had a third party flatness test completed which shows many variations in the floor.

This means the license is suspended for lack of qualifying party, lack of bond, nonrenewal, Recovery Fund payout, or for any reason listed in A.R.S. § 32-1124(F).

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 2 - Numerous Cracks in excess of three-thirty-seconds (3/32”) width . Investigator’s Observation: Cracks were observed that were in excess of 3/32". Condition exits throughout. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 3 - Excessive Compound Cracks in excess of IBC Building Code required standards. Investigator’s Observation: Several compound cracks were observed in excess of 1/16" Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Compliance Item: 4 - Cracks are crumbling across the breaks. Investigator’s Observation: Numerous cracks with crumbling edges, pieces loose. This condition exists throughout. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 5 - Expansion /Control Joints exceed the maximum distance required by IBC Building Code. Investigator’s Observation: Control joints are over 27'x15'. Complainant states they were to be 10'x10'. Design drawings state "Control joints need to be reviewed in field by architect w/concrete contractor." Recommended industry standard spacing would be minimum of 24 times the slab thickness. This would amount to 10'x10' .for a 5' slab. Info from Portland Cement Association. I did not receive any information that Respondent had confirmed with the architect regarding spacing Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 6 - Compound cracks in excess of one-sixteenth (1/16”) in width. Investigator’s Observation: Several areas with compound cracking in

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 excess of 1/16". Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 7 - Half-moon cracking at entry / exit doors Investigator’s Observation: Crack at S/W door exceeds 1/16" and has pieces crumbing along the crack. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 8 - Crumbling, Spalling and or pitting of concrete at cracks. Investigator’s Observation: Most cracks are showing crumbling, crazing and spalling along cracks. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Compliance Item: 9 - Ponding / standing water due to Floor surface elevation in excess of IBC Building Code. Investigator’s Observation: Water test was not needed, areas exceed level standards and would obviously hold water. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 10 - Welded Wire Mesh for concrete reinforcement left on soil not installed per plans or IBC Building Code. Investigator’s Observation: Third party report indicates wire is present in the bottom 3rd of the core sample. If wire is used, it should be installed correctly. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 12 - Concrete surface dip n wave at door thresholds exceeds minimum level preventing sealing of weather and insects. Investigator’s Observation: Man doors and rollup door thresholds are out of level which can potentially cause issues with threshold sealing. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 14 - North rollup door - west column poor finish - trip hazard – unsightly Investigator’s Observation: Column back pours are higher than surrounding main slab. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 15 - Sidewalk has excessive block out creating non- compliant ADA entrance. Investigator’s Observation: Blockout for water at sidewalk was blocked too big, leaving large open area in ADA sidewalk. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 18 - Unfilled / Unfinished concrete around doors and fixtures. Investigator’s Observation: Finish around man doors are poorly done.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 19 - Unplaced concrete around column block out's. Investigator’s Observation: One column on S/E side has not been poured. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

Compliance Item: 25 - reported deficiency of the thickness of the floor being 4" instead of the required 5" Investigator’s Observation: Third party report provided from Complainant states core samples are at 5.50", 4.62" , 4.25 "

Contract calls for 5 In Slab. Governing Rule: Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(c): All work performed by a contractor in a county, city, or town that has not adopted building codes or where any adopted building codes do not contain specific provisions applicable to that aspect of construction work shall be performed in accordance with professional industry standards.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 ITEMS NOT REQUIRING CORRECTION The following complaint items require no action by the Respondent:

Compliance Item: 11 - GC Provided Trim Rebar, Opening Rebars, or Corners Rebars not installed per IBC Building Code or Concrete Standards. Investigator’s Observation: I am not able to verify this item. Rebar should be inspected prior to pour by local jurisdiction. Governing Rule:

Compliance Item: 13 - Dowel bent rebar at toe down edges of the canopy was lying flat on the soil when concrete was placed. Investigator’s Observation: I cannot verify this item. Governing Rule:

Compliance Item: 16 - Cracks in floor are multiplying weekly. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule:

Compliance Item: 17 - Improper, inadequate, unsightly surface finishing. Investigator’s Observation: Surface finish appears normal. Some small pinholes are present but this is common. Governing Rule:

Compliance Item: 20 - No Response to numerous attempts to get issues resolved it appears DC Concrete has abandoned project. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule:

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Compliance Item: 21 - I sent a repair directive to DC Concrete it was answered by a threatening Lawyer Letter instead of addressing repairs. Investigator’s Observation: This is a general statement, not a workmanship item. Governing Rule:

Compliance Item: 22 - Incorrect installation of Welded Wire Reinforcement. Investigator’s Observation: Addressed in item 10. Governing Rule:

Compliance Item: 23 - Incorrect installation of reinforcing bar at canopy tow down. Investigator’s Observation: I cannot verify this item. Rebar placement should be inspected by local jurisdiction prior to pour. Governing Rule:

Compliance Item: 24 - Control Joints not cut for 24 +hours after pour. Investigator’s Observation: I cannot verify this item. Governing Rule:

Please direct all questions regarding this Directive to the undersigned Investigator.

Sincerely,

Mike Springer, Investigator #192 (520) 508-9735 [email redacted] 1700 W Washington St,Suite 105 Phoenix, Arizona 85007-2812

CC: Choose an item. Choose an item.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 12/23 Respondent: D C Concrete Company 114 E Sahuaro St Tucson, AZ 85705

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C013f 04/21 March 20, 2024

WARNING LETTER

Re: Complaint No. 2024-03163; License No. ROC 073753

Dear Respondent:

It appears that you may have violated A.R.S. § 32-1158(A). Under that statute, any contract for more than $1,000.00 between a contractor and a property owner must contain nine specific elements. Your contract is missing at least one of the required elements. For your reference, a copy of A.R.S. § 32-1158(A) is included here:

A.R.S. § 32-1158. Minimum elements of a contract A. Any contract in an amount of more than one thousand dollars entered into between a contractor and the owner of a property to be improved shall contain in writing at least the following information. 1. The name of the contractor and the contractor's business address and license number. 2. The name and mailing address of the owner and the jobsite address or legal description. 3. The date the parties entered into the contract. 4. The estimated date of completion of all work to be performed under the contract. 5. A description of the work to be performed under the contract. 6. The total dollar amount to be paid to the contractor by the owner for all work to be performed under the contract, including all applicable taxes. 7. The dollar amount of any advance deposit paid or scheduled to be paid to the contractor by the owner. 8. The dollar amount of any progress payment and the stage of construction at which the contractor will be entitled to collect progress payments during the course of construction under the contract. 9. That the property owner has the right to file a written complaint with the registrar for an alleged violation of section 32-1154, subsection A. The contract shall contain the registrar’s telephone number and website address and shall state that complaints must be made within the applicable time period as set forth in section 32-1155, subsection A. The information in this paragraph must be prominently displayed in the contract in 1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C013f 04/21 ten point bold type, and the contract shall be signed by the property owner and the contractor or the contractor’s designated representative. This paragraph does not apply to a person who is subject to and complies with section 12-1365.

A failure to comply with A.R.S. § 32-1158(A) violates § 32-1154(A)(12), and that violation can constitute grounds to suspend or revoke your license. You need to review A.R.S. § 32- 1158(A) and make sure you are complying with its requirements.

The Registrar does not presently intend to pursue disciplinary action for the alleged violations. However, this warning letter does not preclude the Registrar from electing to pursue action against your license for these violations in the future.

Sincerely,

Mike Springer Mike Springer, Investigator #192 520 5089735 [email redacted] 1700 W Washington St,Suite 105 Phoenix, Arizona 85007-2812

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C013f 04/21 Received 6/19/2024 ROC Legal

Corey B. Larson (SB# 022549; PCC# 66111) Jennings Haug Keleher McLeod Waterfall LLP Williams Center 5210 E. Williams Circle, Suite 800 Tucson, AZ 85711 Ph: (520) 790-5828 [email redacted] [email redacted] Attorneys for Respondent

REGISTRAR OF CONTRACTORS OF THE STATE OF ARIZONA

Raymond Sharp Case No.: 2024-03163 Rayden Enterprises Inc., Complainant, ANSWER v. D C Concrete Company License No. ROC 073753, Respondent.

Respondent D.C. Concrete Company, License No. AROC 073753, by and through

counsel undersigned, hereby submits its Written Answer in the above-captioned matter as

follows:

Respondent denies the charges issued in the Citation, but has agreed to take all

reasonable steps to address Complainant’s claims. Specifically, Respondent denies that there

was any workmanship issue and, instead, believes that a deficiency in the concrete mixture

supplied to the project has resulted in issues complained of by Complainant. Nonetheless,

Respondent has agreed to address these matters in cooperation with Complainant by removing

and completely replacing the interior contract slab at Complainant’s project, which will resolve

all matters in the Complaint, Corrective Work Order, and Citation. Received 6/19/2024 ROC Legal

Complainant requested that any repair to be performed by Respondent be coordinated with Complainant’s engineers, which was done resulting in an agreement to remove and completely replace the interior slab and portions of an adjoining slab so that the two slabs to meet at the proper grade. On June 4, 2024, Inspector Springer was informed by email of the agreed upon schedule to perform the work, which first required saw cutting and removal of the slab, followed by a repouring the slab according to a procedure approved by Complainant’s engineers. Inspector Springer was informed the work would commence on June 7, 2024, which it did, so it is somewhat unclear why, on the date that it was agreed work would, and did, commence by Respondent to completely address the matters, that the ROC lodged a Citation. Respondent assets that, per agreement with Complainant, the corrective work is being JENNINGS HAUG KELEHER MCLEOD WATERFALL LLP

carried out to address the matters in the Complaint and the Corrective Work Order and, 5210 E. Williams Circle, Suite 800

accordingly, a Citation should not have been issued. In any event, Respondent responds to the Citation that, while it does not necessarily agree with the Corrective Work Order, Respondent Tucson, AZ 85711 (520)790-5828

is fully addressing the allegations by completely removing and reinstalling the interior concrete slab at Complainant’s project such that the Citation should be rescinded and no further action should be taken by the Registrar pending timely resolution of the repairs per the agreed-upon schedule outlined to the Parties and Inspector Springer by email on June 7, 2024. In short, Respondent is taking all necessary corrective action such that, upon completion of corrective work, this matter should be dismissed. DATED this 19th day of June, 2024. JENNINGS HAUG KELEHER MCLEOD WATERFALL LLP By: /s/ Corey B. Larson Corey B. Larson Attorneys for Respondent

4870-5695-7385, v. 1 Received 6/19/2024 ROC Legal

Electronically filed this 19th day of June, 2024; and a copy emailed to:

Raymond Sharp Rayden Enterprises Inc. 1529 E. 17th Street Tucson, AZ 85719 [email redacted] Complainant By: /s/ Jenifer Dorn Jenifer Dorn

JENNINGS HAUG KELEHER MCLEOD WATERFALL LLP

5210 E. Williams Circle, Suite 800

Tucson, AZ 85711 (520)790-5828

4870-5695-7385, v. 1 Received 6/19/24, 11:07 AM State of Arizona Mail - Rayden Enterprises v. D.C. Concrete, ROC Case No. 2024-03163 6/19/2024 ROC Legal

Answers - AZROC <[email redacted]>

Rayden Enterprises v. D.C. Concrete, ROC Case No. 2024-03163 message

Jenifer L. Dorn <[email redacted]> Wed, Jun 19, 2024 at 10:12 AM To: "[email redacted]" <[email redacted]>, "[email redacted]" <[email redacted]> Cc: "Corey B. Larson" <[email redacted]>

Attached is D.C. Concrete’s Answer. Thank you.

Jenifer L. Dorn , Legal Assistant

Jennings Haug Keleher McLeod Waterfall LLP 5210 East Williams Circle | Suite 800 | Tucson, Arizona 85711 Office: 520.790.5828 | Direct: 520.745.7811 | [email redacted] JKWLAWYERS.com

2024.06.19 Answer.pdf 121K

https://mail.google.com/mail/b/AEoRXRScn6AiLNlfZ3vGEileSCYGbd0aZm00fJV3jlqgqyEZBZqY/u/0/?ik=581c53cf5c&view=pt&search=all&permthid=t… 1/1 Complaint # 2024- 03163 P 1 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

foot section is approx. ¾” out of level near N/W roll up door. Right side Complaint # 2024- 03163 P 2 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Foot section out of level approx. ¾” Left side of N/W roll up door. Complaint # 2024- 03163 P 3 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Floor out of level approx. ½” in 10feet. N/W roll up door interior. Complaint # 2024- 03163 P 4 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 5 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Floor out of level approx. ½” in 10 feet. Middle West section. Complaint # 2024- 03163 P 6 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 7 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Middle South section ½” out of level in 10 feet. Complaint # 2024- 03163 P 8 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 9 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 10 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 11 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Floor S/E section Over 1” out of level in 10 feet. Complaint # 2024- 03163 P 12 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 13 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Numerous cracks exceeding 3/32” Complaint # 2024- 03163 P 14 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 15 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 16 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Aggregate showing at control joint with cracking. Complaint # 2024- 03163 P 17 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 18 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 19 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Compound cracking over 1/16” Complaint # 2024- 03163 P 20 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 21 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 22 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 23 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Control joints are 27’ 2” x 15’ 4” throughout Complaint # 2024- 03163 P 24 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 25 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 26 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 27 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Half moon cracking at S/W doorway. Complaint # 2024- 03163 P 28 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 29 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Large dips at doorway S/W door. Complaint # 2024- 03163 P 30 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Doorway ½” out of level between frame. Complaint # 2024- 03163 P 31 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Doorways at enclosed area are all ¼” min out of level between frames. Complaint # 2024- 03163 P 32 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 33 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Doorway out of level N/E exterior man door. Unable to attach threshold. Complaint # 2024- 03163 P 34 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

North doorway out of level. Complaint # 2024- 03163 P 35 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

N/W man door out of level with dips. Complaint # 2024- 03163 P 36 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 37 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 38 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 39 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 40 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 41 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Column poor are not flush with main floor. Tripping hazard. Complaint # 2024- 03163 P 42 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 43 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 44 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

column S/E not poured. Complaint # 2024- 03163 P 45 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 46 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Dip at North wall. Complaint # 2024- 03163 P 47 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS Complaint # 2024- 03163 P 48 JSI address: 1560 E. 17th Street Date: 5-13-24 JSI PHOTOS

Blockout excessive Writer – Corey B. Larson Direct Line – 520.202.7814 E-mail – [email redacted]

March 14, 2024

Via Email Only Ray Sharp RAYDEN ENTERPRISES, INC. 1529 E. 17th Street Tucson, AZ 85719 [email redacted]

Re: D.C. Concrete work at 1560 E. 17th Street (“Project”)

Dear Mr. Sharp: This law firm represents D.C. Concrete, who has asked that I respond to your letter dated March 13, 2024. I have had the opportunity to discuss this matter with my client and set out the below proposal to address the issues raised in your letter, but also the non-payment of D.C. Concrete for various aspects of the work. Basically, D.C. Concrete would propose that upon receipt of half of the outstanding amount owed, D.C. Concrete would perform the repair specified below and, upon completion of such repair, receive payment for the remainder of the balance. With regard to your March 13th letter, D.C. Concrete denies any assertion that it “has abandoned this project.” The reality is that D.C. Concrete has completed its work on the Project, but has not been paid for the work completed. I am in receipt of your letters dated January 22, 2024 and February 5, 2024, both of which mention the Arizona Prompt Pay Act, but neither of which complies with any appropriate ability to refuse payment thereunder. Indeed, the simple issue is that the Prompt Pay Act mandates that D.C. Concrete is owed for its outstanding invoices, which are now accruing interest at 18% per annum. However, this letter proposes a solution to waiving such amounts and to coming to an agreement with regard to the entire matter. As noted in your letter, Mike Young has inspected the interior concrete slab at the Project and Cal Portland has as well, also taking samples of the slab. The Cal Portland tests are provided herewith and evidence that the 5″ concrete slab with a required minimum strength of 3000 p.s.i. tested at 4500 p.s.i. or nearly 150% of the required strength. As such, the concrete is plenty strong and has no noted installation issues. Still, there are cracks in this concrete, which may be the only certainty in construction that, without fail, concrete will crack. That is why, of course, an appropriate design attempts to limit this to control joints. While D.C. Concrete’s inspection has not demonstrated that any cracks are problematic or outside of workmanship standards, D.C. Concrete nonetheless proposes the following limited repairs: • As to the interior concrete slab: o Fill cracks that are 3/32″ in width or wider (note: preliminary inspection indicates there were approximately on two locations at the time of inspection).

5210 East Williams Circle | Suite 800 | Tucson, Arizona 85711-4482 | MAIN 520.790.5828 | FAX 520.745-1279 waterfallattorneys.com March 14, 2024 Page | 2

o Utilize Sikadur Concrete crack fix product such as Sikadur Crack Fix, low- viscosity, high-strength epoxy sealing system using the gravity feed method per manufacturer.1 • Small voids around conduits to be filled with a concrete patch material. Here is D.C. Concrete’s proposal: upon prompt payment of half the outstanding amount due, which is $13,627.00,2 D.C. Concrete will undertake the above-described repair within ten days. Upon completion of the repair as described, D.C. Concrete will receive payment of the second half of the outstanding balance owed in the amount of $13,627.00. Upon such payment, D.C. Concrete agrees that the payment dispute will be resolved and that all warranties on its work will remain in place. While the purpose of this letter is to propose a common-sense resolution to this matter, not to dig in our heels and threaten legal recourse, a few words about the Prompt Pay Act, I believe, help define what the parties’ rights are. While it is typically the case that a general contractor does not owe any money to a subcontractor unless or until it receives payment from an owner, this is not the case under the Prompt Pay Act when, as here, the general contractor – RayGen – and the Project owner – 17th Street Facility LLC – are related parties. While your letters mention investors, records from the Arizona Corporation Commission make clear that you are the owner of both RayGen and the Project owner, which under the Prompt Pay Act means that invoices are sent to you are sent to an agent of the owner, which is made explicit in A.R.S. §32-1182(T). Basically, that means that this project is effectively one in which D.C. Concrete has the rights of a prime contractor under A.R.S. §32-1182, not of a subcontractor under -1183 that may only demand payment if the owner pays money to the designated general contractor entity. What this means is that in order to “reject” D.C. Concrete’s payment applications, you must have submitted a written notice within fourteen days to comply with A.R.S. §32-1182(D) and, pursuant to subsection (E), were only entitled to “withhold from a progress payment only an amount that is sufficient to pay the direct costs and expenses the owner reasonably expects to incur to protect the owner from loss for which the contractor is responsible and that results from any reasons set forth in writing pursuant to subsection D of this section.” You did not do this, but there is a bigger problem under the Prompt Pay Act, which is that you are only entitled to withhold payment for issues with regard to a specific invoice, but are specifically not permitted to refuse payment on an invoice as a result of earlier work, even if it is alleged to be or admittedly defective. This was the holding in Stonecreek Bldg. Co. v. Shure, 216 Ariz. 36, 162 P.3d 675 (Ct. App. 2007). There, a builder applied for and was paid funds related to masonry work on a project. Later, the masonry work failed and, although no amounts were sought for any masonry work in a subsequent pay application, the owner refused any payment citing the masonry work previously billed and paid. Rejecting the ability to withhold any amounts work other than is sought in the application for payment, the Arizona Court of Appeals noted that “If an owner can simply wait until a later

See e.g. https://usa.sika.com/dms/getdocument.get/22881811-a08a-449c-85f8- a91ea3bbcbe7/sikadur_crack_fix.pdf. This amount is composed of the unpaid January 19, 2024 invoice for $2,990 for the concrete driveway and the unpaid February 5, 2024 invoice for the exterior covered slab in the amount of $24,264. As $2,990 + $24,264 = $27,254, half of such amount owed is $13,627. March 14, 2024 Page | 3

billing statement to disapprove and withhold payment for work already completed and deemed approved, the fourteen-day time limit” in subsection D of the statute “become ineffective.” Accordingly, the Court decided “that withholding funds for allegedly defective work not covered in the invoice violated the [Prompt Pay] Act.” The Court accordingly held that the payment was owed and assessed interest and attorney’s fees for failure to comply with Prompt Pay Act requirements even where there was undisputed deficient work. Here, your January 22, 2024 letter relating to the concrete driveway and February 5, 2024 letter relating to the exterior covered slab do not comply with A.R.S. §32-1182(D), which means that D.C. Concrete’s invoices were deemed approved after 14 days and are now bearing interest at 18%. Moreover, as in Stonecreek, your letters attempt to withhold payment with regard to earlier work on the interior concrete slab not covered by the pay application you are attempting to withhold. You may not legally withhold payment for separate, previous work not covered by the January 19, 2024 invoice for $2,990 for the concrete driveway or the unpaid February 5, 2024 invoice for the exterior covered slab in the amount of $24,264. Under Stonecreek, you may only withhold payment for work covered by the particular pay application in which work was performed. Simply put, these invoices were “deemed approved” and D.C. Concrete is legally entitled to interest accruing monthly at the rate of $408.86. However, this proposal will waive any interest accruing and attorneys’ fees if the above proposal is accepted. Please let us know how you would like to proceed. You have demanded that D.C. Concrete make certain repairs and, while there is no admission of the need to do so, D.C. Concrete will schedule the repairs detailed herein within ten (10) days upon 1) agreement to the terms outlined herein; and 2) payment of the $13,627.00 and agreement to pay the final $13,627.00 within seven days after completion of the repair. Best Regards,

WATERFALL ECONOMIDIS CALDWELL HANSHAW & VILLAMANA, P.C. Corey B. Larson Corey B. Larson, Esq. p CALPORTLAND Concrete Compressive Strength Report Sample Information Sample No [number redacted] Ticket Number 1405351 Mix ID 130018F Mix Name 3000 PSI 1" N/ASH FLOWABLE W/FIBER Specification Date Batched 12/13/2023 10:02 Date Sampled 12/13/202310:02 Date Cast 12/13/202310:02 Age 0 mm Sample Type CP Field Test Lab Samplsd By CalPortland Lab Sample Method ASTM C172

Properties

Test Result Unit Tolerances Method Slump 7.25 In Temp (Air) 43.00 °F

Temp (Concrete) 75.0 °F

Break Results Type Cylinder Method Curing Moist Room Lab Capping Neoprene Pad Design Strength 3000 psi @ 28 Days Curing Temp (Min/Max) uiameier, uompressive Height Area Fracture Max Load Strength % Design ID Test Date Tested By Age in in2 Type Ibf psi Strength 23-767-1 12/14/2023 1d 12.57 15360 1220 23-767-2 12/14/2023 1d 4,8 12.57 18120 1440 Average 12/14/2023 CalPortland Id 16740 1330 44.3 Lab 23-767-3 12/16/2023 3d 4,8 12.57 25300 2010 23-767-4 12/16/2023 3d 4,8 12.57 26160 2080 Average 12/16/2023 CalPortland 3d 25730 2040 68 Lab 23-767-5 12/20/2023 7d 4,8 12.57 38100 3030 23-767-6 12/20/2023 7d 4,8 12.57 34560 2750 Average 12/20/2023 CalPortland 7d 36330 2890 96.3 Lab 23-767-7 01/10/2024 28 d 4,8 12.57 49620 3950 23-767-8 01/10/2024 28 d 4,8 12.57 49110 3910 Average 01/10/2024 CalPortland 28 d 49365 3930 131 Lab 23-767-10 02/07/2024 56 d 4,8 12.57 52680 4190 23-767-9 02/07/2024 56 d 4,8 12.57 50630 4030 Average 02/07/2024 CalPortland 56 d 51655 4110 137 Lab

Fracture Types Notes

^iTi;I'iiiiR:imr" Net-1.5

^'U?JUUL ~frrs^ " —TWtT~ Tffis Tm4 ~--mr* nn<

StonomontQC 02/29/2024 CalPortland c? CALPORTLAND Concrete Compressive Strength Report Sample Information Sample No [number redacted] Ticket Number 1400942 Mix ID 130018F Mix Name 3000 PS11" N/ASH FLOWABLE W/FIBER Specification )ate Batched 11,27/2023 11:59 Date Date Sampled 11/27/2023 11 :59 DateCast 11/27/202311:59 Age 0 min Sample Type Control Sampled By CalPortland Lab Sampls Method ASTMC172 Properties

Test Result Unit Tolerances Method Temp (Air) 58.00 °F

Temp (Concrete) 74.0 °F

Break Results Type Cylinder Method Curing Moist Room Lab Capping Neoprene Pad Design Strength 3000 psi @ 28 Days Curing Temp (Min/Max)

uiameier, uompressive Height Area Fracture Max Load Strength % Design ID Test Date Tested By Age in in2 Type Ibf psi Strength 23-735-1 11/28/2023 1d 4,8 12.57 4 14470 1150 23-735-2 11/28/2023 1d 4,8 12.57 2 14810 1180 Average 11/28/2023 CalPortland 1d 14640 1160 38.7 Lab 23-375-3 11/30/2023 3d 4,8 12.57 1 24240 1930 23-735-4 11/30/2023 3d 4,8 12.57 3 27070 2150 Average 11/30/2023 CalPortland 3d 25655 2040 68 Lab 23-735-5 12/04/2023 7d 4,8 12.57 3 35490 2820 23-735-6 12/04/2023 7d 4,8 12.57 3 36910 2940 Average 12/04/2023 CalPortland 7d 36200 2880 96 Lab 23-735-7 12/25/2023 28 d 4,8 12.57 3 48920 3890 23-735-8 12/25/2023 28 d 4,8 12.57 4 49490 3940 Average 12/25/2023 CalPortland 28 d 49205 3920 130.7 Lab 23-735-10 01/22/2024 56 d 4,8 12.57 3 57440 4570 23-735-9 01/22/2024 56 d 4,8 12.57 4 55900 4450 Average 01/22/2024 Cal Portland 56 d 56670 4510 150.3 Lab

Fracture Types Notes

msir r"'-? i' ]' Net-1 i ' i' V

StonemontQC 02/29/2024 CalPortland Proposal for Fiber Reinforced Concrete 17th St Building – Tucson, AZ April 2024 PRIVATE AND CONFIDENTIAL

Mike Young, CFO DC Concrete Company 114 E Sahuaro St Tucson, AZ 85705

Re: 17th St Building – Tucson, AZ Fiber Reinforced Concrete Slab Recommendations

Dear Mike: Per your request for the above referenced project, FORTA would like to make the following recommendations for your reinforced concrete projects. FORTA’s recommendations are based on the project information that has been provided to us, as set forth below:

Table 1: Concrete structures under consideration for conversion from steel. FORTA-FERRO Original Reinforcement Structure Length and Notes/Comments (*Location from Top of Slab) Dosage Slab-on-Ground Single layer WWF: 2-1/4 in None in 6x6 - W2.1xW2.1, @ 2.5 in* 3.0 lb/cu yd

The relative engineering mechanical substitution calculations are attached for understanding the forces from the given steel in the slab converted to an equivalent fiber reinforcement dosage. (These calculations are not the design but a mathematical analysis of the given design.) These calculations incorporate Residual Strength (fe,3) data derived from laboratory tests conducted in accordance with ASTM C1609. This proposal provides fiber conversions. A load-based fiber design can often provide a more economical alternative. FORTA can provide this service at no cost if given available design criteria.

Additional Project Considerations: ♦ The use of larger aggregate, such as 3/4 in (19 mm) and well graded reduces the risk of concrete shrinkage and curling. ♦ Experience has shown that the W/C ratio of 0.47 to 0.53 best accommodates the surface area characteristics of synthetic macrofibers. ♦ Chemical admixtures such as water-reducers and superplasticizers are recommended as needed for sufficient workability at point placement. Next–Generation’s polycarboxylate chemistries are preferred, especially for fiber dosages exceeding 5.0 lb/cu yd (3.0 kg/cu m). ♦ Follow ACI-recommended construction, contraction, and isolation joint practices, along with conventional joint spacing. If extended contraction joint spacing is desired, contact your FORTA representative for additional considerations.

V14.240419/042324 2 FORTA-FERRO® Features: Synthetic macrofibers have been successfully used to replace steel reinforcement in concrete applications for many years. These fibers have many advantages over steel reinforcement and earlier generations of synthetic fibers, including tighter crack control, non-corrosive, 3-D reinforcement, safe, easy to work with, and economical. The use of synthetic macrofibers improves the performance of the concrete by adding ductility, increasing impact strength, and reducing shrinkage and curling. FORTA-FERRO’s patented technology makes it one of the best performing, mixing, pumping, and finishing synthetic macrofibers on the market today. FORTA has been producing high-quality synthetic fibers for the reinforcement of concrete for over 40 years.

Respectfully submitted,

Enclosure(s): (1) Equivalent Fiber Dosage Calculations FORTA-FERRO Fact Data Product Certification ICC-ES Evaluation Report, ESR-2522 Project Profiles

cc: Tommy Hilgenberg - FORTA Representative Mark Gray - FORTA Regional Sales Manager Gerald Welch - FORTA Director of Engineering file

V14.240419/042324 3 EQUIVALENT FIBER DOSAGE CALCULATION Project: 17th St Building – Tucson, AZ Structure 1: Slab-on-Ground, 5 inch

STATEMENT: The following is an illustration of the calculations used to determine an equivalent dosage of FORTA-FERRO® synthetic macrofiber to replace the proposed steel reinforcement. The calculations used are in accordance with ACI 544.4R-18 and other ACI 544 documents.

STANDARDS / GUIDES / TECHNICAL PAPERS: • ACI 544.4R-18: Guide to Design with Fiber-Reinforced Concrete - Section 4.5 • ACI MJ Title No. 106-M52: Flexural Design of Fiber-Reinforced Concrete

KNOWN VALUES: Concrete thickness (t): 5 in Concrete strength (f’c): 3000 psi, Normal wt WWF designation: 6x6 - W2.1xW2.1 (8 gage) Cover from top (in): 2.5 in Cover from top (Cv,%): 50% Steel Yield Strength (fy): 65,000 psi

CALCULATIONS: The following calculations show the conversion of steel to synthetic macrofiber, considering that the steel is performing as temperature and shrinkage reinforcement. 1. Calculate the area of steel As in a unit width 2 𝐴𝐴𝑠𝑠 = �𝜋𝜋𝑑𝑑 �4� ∙ �𝑏𝑏�𝑅𝑅 � = 0.042 in2 (b = 12 in) of concrete. 𝑠𝑠

2. Calculate the reinforcement ratio (ρ) of the steel. ρ = �𝐴𝐴𝑠𝑠�𝑏𝑏 ∙ 𝑡𝑡� ∙ 100 = 0.070%

𝜌𝜌 3. Calculate the tensile capacity (Fts) provided by the steel. 𝐹𝐹𝑡𝑡𝑡𝑡 = 0.9 ∙ �100 ∙ 𝑓𝑓𝑦𝑦 = 41 psi

4. Calculate the working stress (Fws) provided by the steel. 𝐹𝐹𝑤𝑤𝑤𝑤 = 0.667 ∙ 𝐹𝐹𝑡𝑡𝑡𝑡 = 27 psi

5. The flexural residual strength (Fe3) required equals the 𝐹𝐹𝑤𝑤𝑤𝑤� working stress (Fws) divided by the conversion factor for 𝐹𝐹𝑒𝑒3 = 0.37 = 73.82 psi flexural residual strength to tensile residual strength.

SUMMARY: To achieve an equivalent force, the calculated fiber dosage is 1.92 lb/cu yd of 2-1/4 in FORTA-FERRO. Our recommended dosage is 3.0 lb/cu yd of 2-1/4 in FORTA-FERRO.

FORTA has no control over the design specifications or the materials placement on the job site, and therefore, 042324 FORTA disclaims liability for the end project. FORTA’s liability is limited to the replacement cost of the fiber. V14.240419 © 2024 FORTA Mediation Notice

Mediation Services Mediation services are available to the parties. What is Mediation? Mediation is a method of resolving disputes where the parties can end conflict without the expense and time associated with the full administrative process. Who Participates in During mediation, a mediator will attempt to help the Mediation? parties find an optimal solution to the conflict. Both parties must agree to participate in mediation, and both parties must bring a representative to mediation that has full authority to settle the entire matter. Mediation Is Not Neither the Registrar nor the Office of Administrative Mandatory Hearings will penalize a party for not agreeing to mediation. Where do the Parties The parties will meet at the Office of Administrative Meet for Mediation? Hearings to participate in mediation.

The Office of Administrative Hearings is located at 1400 West Washington, Suite 101, Phoenix, Arizona 85007. When does Mediation can occur after the Registrar issues a citation, but Mediation Occur? before the administrative hearing. Why Should Parties Mediation can be an alternative to the full administrative Consider Mediation? process. Mediation is beneficial because it is (1) time- efficient, (2) cost-effective, (3) confidential, and (4) capable of providing flexible solutions to complex problems. How to Request If the parties wish to mediate this case, they must file a Joint Mediation Request for Mediation with the Office of Administrative Hearings. A Joint Request for Mediation is included with this Mediation Notice. REGISTRAR OF CONTRACTORS OF THE STATE OF ARIZONA _________________________ Case No. _______________ COMPLAINANT,

v. JOINT REQUEST FOR MEDIATION _________________________ RESPONDENT.

REQUEST

The parties jointly request that this matter be referred to mediation in the Office of Administrative Hearings (OAH). ☐ This matter is set for hearing on __________________(date). ☐ This matter is not currently set for hearing. MEDIATION AGREEMENT By requesting this mediation and signing below, the parties understand, represent, and agree: 1. The parties are prepared to commence mediation and will be ready for mediation on _____________________(date); 2. The parties will participate in the mediation process in good faith; 3. This request for mediation is not intended to hinder or delay administrative proceedings; 4. No party will contend that the mediation limits the power of OAH and its administrative law judges to conduct an administrative hearing and issue decisions under A.R.S. §§ 41-1092 – 1092.12; 5. The parties will be courteous and respectful throughout the mediation process to all participants; 6. The mediation is completely voluntary and the principal purpose is to allow the parties a full and fair opportunity to discuss settlement; of 3 REGISTRAR OF CONTRACTORS 1700 W. Washington St. Suite 105 – PHOENIX, AZ 85007-2812 Telephone (602)542-1525 1-877-692-9762 7. The mediator may conduct joint and separate meetings with the parties and may suggest resolutions to the parties’ dispute, but the mediator has no authority to impose a settlement upon the parties; 8. The mediation process is confidential. Communications made, material created for or used during, and acts occurring during mediation are confidential and may not be discovered or admitted into evidence in any proceeding except as provided by A.R.S. § 12-2238; 9. The mediator is not subject to service of process or a subpoena to produce evidence or to testify regarding any evidence or occurrence relating to the mediation except as provided in A.R.S. § 12-2238(C); 10. Neither the mediator, nor the Registrar of Contractors, nor the Office of Administrative Hearings is subject to civil liability for any act or omission in connection with any mediation service or activity except for acts involving

intentional misconduct or reckless disregard of a substantial risk of injury to the rights of others; 11. Throughout the mediation process, each party must have a representative present who will have full settlement authority to settle all claims at issue in the administrative

proceeding. 12. The mediation process will terminate when: a. The parties reach settlement; b. The mediator determines that further efforts at mediation are no longer likely

to achieve a settlement; or c. One of the parties withdraws from mediation. _____________________________________ _______________________ Complainant (or representative) Date

_____________________________________ _______________________ Respondent (or representative) Date

of 3 REGISTRAR OF CONTRACTORS 1700 W. Washington St. Suite 105 – PHOENIX, AZ 85007-2812 Telephone (602)542-1525 1-877-692-9762 PREHEARING DISCLOSURE STATEMENT INSTRUCTIONS ***DO NOT SUBMIT THESE INSTRUCTIONS WITH THE PREHEARING DISCLOSURE FORM***

ADMINISTRATIVE RULES A copy of the Arizona Administrative Code’s Rules for the Registrar of Contractors can be located on the Registrar’s Website.

PREHEARING DISCLOSURE REQUIREMENT Under A.A.C. R4-9-118(A), before a hearing, the parties must prepare a disclosure statement. The disclosure statement must contain: • A list of all the witnesses the party will call to testify, including the witnesses’ contact information and a brief description of the subject matter of the witnesses’ expected testimony; and • A list of all the exhibits that the party will use at the hearing.

FILE PREHEARING DISCLOSURE STATEMENTS • The Prehearing Disclosure Statements and Exhibits may be submitted to the Arizona Office of Administrative Hearings using any of the following: • Electronically: https://portal.azoah.com/submission/ • In-Person or by Mail: 1740 West Adams Street, Lower Level, Phoenix, Arizona 85007

EXCHANGING DISCLOSURE STATEMENTS AND EXHIBITS Under A.A.C. R4-9-118(B) (effective November 5, 2017), a party to the hearing must serve on every other party and file with the Office of Administrative Hearings a copy of: • The disclosure statement; and, • Any exhibit that the party will use at the hearing. Service: The disclosure statement and exhibits must be served on all parties in accordance with Arizona Administrative Code R2-19-108 Filing Documents. Under A.A.C. R2-19-108, service is completed by: • Personal delivery; • 1st class, certified or express mail; or • Facsimile. Timing: The disclosure statement and the exhibits must be served and filed not less than seven calendar days before the date of the hearing. Under A.A.C. R2-19-108, a document is served on a party: • On the date it is personally served; • Five days after it is mailed by express or 1st class mail; • On the date of the return receipt if it is mailed by certified mail; or • On the date indicated on the facsimile transmission.

CONSEQUENCES FOR FAILING TO DISCLOSE Under A.A.C. R4-9-108(C), if a witness or an exhibit is not timely disclosed as required the rules, and good cause for the failure to disclose is not shown, then the administrative law judge may: • Order that certain witnesses or exhibits not be used at the hearing; • Order that a particular fact is or is not established for the record; or, • Order that a charge, a defense, a claim, or some portion thereof, be dismissed.

Form RC-L-800A Prehearing Disclosure Statement Rev. 10/08/2019 Instructions Form PREHEARING DISCLOSURE STATEMENT FORM RC-L-800A

PART 1: WITNESS LIST DOCKET NO. Under A.A.C. R4-9-118(A), before a hearing, a party must prepare a disclosure statement containing a list of all the witnesses the party will call to testify, including the witnesses’ contact information and a brief description of the subject matter of the witnesses’ expected testimony. If you need additional space to list all witnesses, complete and attach additional Witness Lists. Example 1. Name 2. Telephone Number 3. Email Address

John Doe (123) 456-7890 [email redacted] 4. Subject Matter of Expected Testimony

John Doe will testify regarding the poor workmanship and poor installation of the Garage Door. Mr. Doe will also testify regarding the invoices and change orders for the project.

Witness 1. Name 2. Telephone Number 3. Email Address

4. Subject Matter of Expected Testimony

Witness 1. Name 2. Telephone Number 3. Email Address

4. Subject Matter of Expected Testimony

Witness 1. Name 2. Telephone Number 3. Email Address

4. Subject Matter of Expected Testimony

Witness 1. Name 2. Telephone Number 3. Email Address

4. Subject Matter of Expected Testimony

Form RC-L-800A Prehearing Disclosure Statement Rev. 1/15/2019 Page 1 of 3 PART 2: EXHIBIT LIST DOCKET NO. Under A.A.C. R4-9-118(A), before a hearing, a party must prepare a disclosure statement containing a list of all the exhibits that the party will use at the hearing. Note: All exhibits listed below must be provided to all parties to the hearing. See A.A.C. R4-9-118(B). If you need additional space to list all witnesses, complete and attach additional Exhibit Lists. Example Contract for new garage door. Invoice #10001 – Cost for garage door replacement.

Exhibit Exhibit Name

Form RC-L-800A Prehearing Disclosure Statement Rev. 1/15/2019 Page 2 of 3 PART 3: ACKNOWLEDGEMENT & SIGNATURE I certify that the above information is true and correct and that I will serve a copy of this disclosure statement and any exhibits listed in Part 2 to all parties to the hearing in accordance with A.A.C. R4-9-118. I acknowledge and understand that if I fail to properly disclose a witness or exhibit, the administrative law judge may: • Order that certain witnesses or exhibits not be used at the hearing; • Order that a particular fact is or is not established for the record; or, • Order that a charge, a defense, a claim, or some portion thereof, be dismissed.

I am the (check one):  Complainant  Respondent Docket No.

Print Name Signature Date

Form RC-L-800A Prehearing Disclosure Statement Rev. 1/15/2019 Page 3 of 3