2023A-07591-CHC-ROC Notice of Hearing and Packet MAILED

2023A-07591-CHC-ROC · Registrar of Contractors · 2023-11-01

REGISTRAR OF CONTRACTORS OF THE STATE OF ARIZONA

John Good , Case No. 2023-07591 COMPLAINANT, Docket No. 2023A-07591-CHC-ROC

v. NOTICE OF HEARING ON CONTESTED CASE Full Frame Construction LLC License No. ROC 324834,

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

HEARING INFORMATION The hearing is set for:

December 12, 2023 1:00 PM Brian Del Vecchio 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 September 14, 2023.

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)(1)

Charge: 2 A.R.S. § 32-1154(A)(3) - R4-9-108(b)

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/content/prehearing-disclosure- statement.

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 November 1, 2023.

By: /s/ Erika Hoskin Erika Hoskin Legal Secretary Legal Department Arizona Registrar of Contractors Copy mailed via USPS First Class mail November 1, 2023 to:

Respondent(s) Full Frame Construction LLC 3104 E Camelback Rd #2269 Phoenix, AZ 85016 Complainant(s) John Good 1616 W Indianola Ave Phoenix, AZ 85015

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. 2023-07591 /

Katie Hobbs, Governor Martin Quezada, 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

Katie Hobbs, Governor Martin Quezada, 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

Katie Hobbs, Governor Martin Quezada, 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: John Good 1616 W Indianola Ave Phoenix, AZ 85015

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C008 05/21 Respondent: Full Frame Construction LLC DBA: 3104 E Camelback Rd #2269 Phoenix, AZ 85016

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C008 05/21 July 18, 2023

Jobsite Inspection Notice Re: Complaint Number 2023-07591

Dear Complainant and Respondent:

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

A jobsite inspection is scheduled for August 18, 2023 at 9:00 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.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C008 05/21 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.

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, Lisa Melton Lisa Melton, Investigator #206 602 7716736 [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 C008 05/21 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 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 05/21 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 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.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C008 05/21 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.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C008 05/21 01231245ÿ72832ÿ9 ÿÿ ÿ ÿÿ2324307

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!811 "##"1 1131$%&'47 ()*()+,&+! & + & 87007*-2737.(*370322+!&!#87007*-2737.(*370/ 77177 Complainant: John Good 1616 W Indianola Ave Phoenix, AZ 85015

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C010 04/21 Respondent: Full Frame Construction LLC DBA: 3104 E Camelback Rd #2269 Phoenix, AZ 85016

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C010 04/21 July 20, 2023

Re: Complaint Number 2023-07591

Dear Complainant and Respondent:

The jobsite inspection scheduled for August 18, 2023 at 9:00 AM has been rescheduled for July 21, 2023 at 8:00 AM.

If either party is unable to attend, the Registrar requires 36-hours advance notice for cancellation or continuance.

Complainant: Safe access is required to any area to be inspected.

Should you have any questions regarding the above, please contact me.

Sincerely,

Lisa Melton Lisa Melton, Investigator #206 602 7716736 [email redacted] 1700 W Washington St,Suite 105 Phoenix, Arizona 85007-2812

License mailing address (if different from account/company address of record):

Full Frame Construction LLC

3104 E Camelback Rd. #2269 Phoenix, AZ 85016-4502

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C010 04/21 Complainant: John Good 1616 W Indianola Ave Phoenix, AZ 85015

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C005 04/21 Respondent: Full Frame Construction LLC DBA: 3104 E Camelback Rd #2269 Phoenix, AZ 85016

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C005 04/21 July 21, 2023

Re: Complaint No. 2023-07591

All:

Enclosed you will find a copy of additional information received by this office concerning the above referenced complaint.

If you have any questions or comments, please feel free to contact me.

Sincerely,

Lisa Melton Lisa Melton, Investigator #206 602 7716736 [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 C005 04/21 01231245ÿ3738ÿ9 ÿÿ ÿ ÿÿ2824803

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711 !""!1 11#1$%&'43 ()*()+,&+ & + "& "73003*-23#3.(*#30#22+ & "73003*-23#3.(*#30#22 -1- Where the claimant is required to execute a waiver and release in exchange for or in order to induce the payment of a final payment and the claimant asserts in the waiver that it has been paid the final payment, the waiver and release shall follow substantially the following form:

ARIZONA LIEN WAIVER AND RELEASE FORM UNCONDITIONAL WAIVER AND RELEASE ON FINAL PAYMENT (Pursuant to A.R.S. 33-1008)

Project:_____________________________________________

Job No.:_____________________________________________

The undersigned has been paid in full for all labor, services, equipment, or material furnished to the jobsite or to_____________________________________(Person with whom undersigned contracted) on the job of_______________________________________(Owner) located at________________________________________________________(Job Description) and does hereby waive and release any right to mechanic's lien, any state or federal statutory bond right, any private bond right, any claim for payment and any rights under any similar ordinance, rule or statute related to claim or payment rights for persons in the undersigned's position, except for disputed claims for extra work in the amount of $__________________.

The undersigned warrants that he either has already paid or will use the monies he receives from this final payment to promptly pay in full all his laborers, subcontractors, materialmen and suppliers for all work, materials, equipment or services provided for or to the above- referenced project up to the date of this waiver.

Date:_____________________ _______________________________________________ (Company Name)

By:_____________________________________________ (Signature)

______________________________________________ (Title)

(Each Unconditional Waiver shall contain the following language, in type at least as large as the largest type otherwise on the document:)

NOTICE: THIS DOCUMENT WAIVES RIGHTS UNCONDITIONALLY AND STATES THAT YOU HAVE BEEN PAID FOR GIVING UP THOSE RIGHTS. THIS DOCUMENT IS ENFORCEABLE AGAINST YOU IF YOU SIGN IT, EVEN IF YOU HAVE NOT BEEN PAID. IF YOU HAVE NOT BEEN PAID, USE A CONDITIONAL RELEASE FORM. 01231245ÿ3732ÿ89 ÿÿ ÿ9 ÿÿ7ÿÿ ÿÿ 0123ÿ56789:ÿ;7123<=6789:>?9@<3A<B9CD

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Case No.: 2023-07591 Investigator: Lisa Melton Inspection Date: July 21, 2023 Inspection Time: 8:00 AM

Complainant: John Good Respondent: Full Frame Not Present: Construction LLC Not Present: ATTENDEES: Complainant: John Good Complainant Spouse: Annie Good

Jobsite General Notes: JSI photos and audio was recorded with my agency issued Pixel 6 Pro phone.

Compliance Item 1: Mini-split unit stopped working. Ronnie was notified on 6/19/23. Separate living quarters is unsafe and uninhabitable and has been above 90 degrees during an excessive heat warning. I hired a separate HVAC contractor to diagnose the issue. He said that he compressor passed the test, but he found a leak and now the unit needs new coolant. This may have been installed incorrectly. Ronnie says this is a manufacturer issue, and has been unresponsive. Inspection was not performed by the city.; Investigator’s Observation: At the time of the inspection unit was not working. Oily substance was evident on and in the area of refrigerant lines. Unit was installed on new addition which has been permitted and inspected by the building authority. Complainant had unit inspected by contractor (mechanical) other than Respondent after it stopped working. Invoice from that contractor is saved to file and has been provided to the Respondent. Invoice indicates nothing that establishes modification of the Respondent’s work. Respondent should correct this non-working unit (installed as part of project completed in March of 2023) by appropriate methods. (See JSI Photos #2 - #8) Governing Rule: ARS §32-1154 (A) (3), Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(b): A contractor shall perform all work in accordance with any applicable building codes and professional industry standards. For work to be performed in accordance with professional industry standards, a contractor shall use such skills, prudence, and diligence in performing and completing tasks undertaken that the completed work meets the standards of a similarly licensed contractor possessing ordinary skill and capacity. 1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov RCC100 08/19

Compliance Item 2: We paid to have new circuits installed, but the new circuits keep crashing in the main house. Lights and outlets no longer work in the master bathroom and kitchen electricity now trips a breaker when appliances are being used. A permit was not pulled and no inspection was ever performed. ; Investigator’s Observation: Light in master bathroom (shower enclosure) does not come on when activated at switch. Outlet in this same room appears to be energized (green light) but does not provide power to appliance plugged into the outlet. Appliance was tested and functioned in other outlets. When Complainant has the dryer in the laundry room running and turns on the microwave and air fryer in the kitchen the breaker trips. Complainant managed the permitting for the addition (this electrical is in the existing portion of the residence) and stated that they do not believe a permit was obtained by the Respondent for the new circuits installed in the existing residence. Statute requires that the Respondent comply with building code. Permit and inspection is part of the code. Respondent should correct these conditions by appropriate methods and obtain permitting and inspection as required for the work they performed in existing residence. Respondent should provide copy of closed (passed/completed) permit for this scope of work to the ROC Investigator. (See JSI Photos #10 - #11) Governing Rule: ARS §32-1154 (A) (3), Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(b): A contractor shall perform all work in accordance with any applicable building codes and professional industry standards. For work to be performed in accordance with professional industry standards, a contractor shall use such skills, prudence, and diligence in performing and completing tasks undertaken that the completed work meets the standards of a similarly licensed contractor possessing ordinary skill and capacity.

Compliance Item 3: Ronnie's lack of quality workmanship and follow-through is a breach of his duty of care for the occupants of our home and the occupants of the separate living quarters. The mistreatment of the materials that we purchased and Ronnie's inaction to remedy guaranteed work has caused us harm. We no longer have access to quality of life services needed in Arizona; no AC in the separate living quarters and faulty electricity in the main home. Investigator’s Observation: Not a workmanship concern that can be inspected and/or evaluated. Electrical and AC are addressed in other Complaint Items. (No photo) Governing Rule: Not Applicable.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov RCC100 08/19

Complaint #2023-07591 Inspection Date: 07/21/2023 9:00 AM JSI PHOTOS – Page 1

JOBSITE Complaint #2023-07591 Inspection Date: 07/21/2023 9:00 AM JSI PHOTOS – Page 2

MINI SPLIT (1) Complaint #2023-07591 Inspection Date: 07/21/2023 9:00 AM JSI PHOTOS – Page 3

MINI SPLIT (2) Complaint #2023-07591 Inspection Date: 07/21/2023 9:00 AM JSI PHOTOS – Page 4

MINI SPLIT (3) Complaint #2023-07591 Inspection Date: 07/21/2023 9:00 AM JSI PHOTOS – Page 5

MINI SPLIT (4) Complaint #2023-07591 Inspection Date: 07/21/2023 9:00 AM JSI PHOTOS – Page 6

MINI SPLIT (5) Complaint #2023-07591 Inspection Date: 07/21/2023 9:00 AM JSI PHOTOS – Page 7

MINI SPLIT (6) Complaint #2023-07591 Inspection Date: 07/21/2023 9:00 AM JSI PHOTOS – Page 8

MINI SPLIT (7) Complaint #2023-07591 Inspection Date: 07/21/2023 9:00 AM JSI PHOTOS – Page 9

INOPERABLE LIGHT IN SHOWER Complaint #2023-07591 Inspection Date: 07/21/2023 9:00 AM JSI PHOTOS – Page 10

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ARIZONA LIEN WAIVER AND RELEASE FORM UNCONDITIONAL WAIVER AND RELEASE ON FINAL PAYMENT (Pursuant to A.R.S. 33-1008)

Project:_____________________________________________

Job No.:_____________________________________________

Date:_____________________ _______________________________________________ (Company Name)

By:_____________________________________________ (Signature)

______________________________________________ (Title)

(Each Unconditional Waiver shall contain the following language, in type at least as large as the largest type otherwise on the document:)

NOTICE: THIS DOCUMENT WAIVES RIGHTS UNCONDITIONALLY AND STATES THAT YOU HAVE BEEN PAID FOR GIVING UP THOSE RIGHTS. THIS DOCUMENT IS ENFORCEABLE AGAINST YOU IF YOU SIGN IT, EVEN IF YOU HAVE NOT BEEN PAID. IF YOU HAVE NOT BEEN PAID, USE A CONDITIONAL RELEASE FORM. Complainant: John Good 1616 W Indianola Ave Phoenix, AZ 85015

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 04/21 Respondent: Full Frame Construction LLC DBA: 3104 E Camelback Rd #2269 Phoenix, AZ 85016

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 04/21 July 21, 2023

License No. ROC 324834

Re:Complaint No. 2023-07591

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 August 7, 2023.

If additional time is required due to delays with permitting/inspection, Respondent should request additional time and provide sufficient information to substantiate need for extension prior to the expiration of this Written Directive.

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:

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 04/21 Investigator’s Observation: At the time of the inspection unit was not working. Oily substance was evident on and in the area of refrigerant lines. Unit was installed on new addition which has been permitted and inspected by the building authority. Complainant had unit inspected by contractor (mechanical) other than Respondent after it stopped working. Invoice from that contractor is saved to file and has been provided to the Respondent. Invoice indicates nothing that establishes modification of the Respondent’s work. Respondent should correct this non-working unit (installed as part of project completed in March of 2023) by appropriate methods. Governing Rule: ARS §32-1154 (A) (3), Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(b): A contractor shall perform all work in accordance with any applicable building codes and professional industry standards. For work to be performed in accordance with professional industry standards, a contractor shall use such skills, prudence, and diligence in performing and completing tasks undertaken that the completed work meets the standards of a similarly licensed contractor possessing ordinary skill and capacity.

Compliance Item 2: We paid to have new circuits installed, but the new circuits keep crashing in the main house. Lights and outlets no longer work in the master bathroom and kitchen electricity now trips a breaker when appliances are being used. A permit was not pulled and no inspection was ever performed. ; Investigator’s Observation: Light in master bathroom (shower enclosure) does not come on when activated at switch. Outlet in this same room appears to be energized (green light) but does not provide power to appliance plugged into the outlet. Appliance was tested and functioned in other outlets. When Complainant has the dryer in the laundry room running and turns on the microwave and air fryer in the kitchen the breaker trips. Complainant managed the permitting for the addition (this electrical is in the existing portion of the residence) and stated that they do not believe a permit was obtained by the Respondent for the new circuits installed in the existing residence. Statute requires that the Respondent comply with building code. Permit and inspection is part of the code. Respondent should correct these electrical conditions by appropriate methods and obtain permitting and inspection as required for the work they performed in existing residence. Respondent should provide copy of closed (passed/completed) permit for this scope of work to the ROC Investigator. Governing Rule: ARS §32-1154 (A) (3), Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(b): A contractor shall perform all work in accordance with any applicable building codes and professional industry standards. For work to be performed in accordance with professional industry standards, a contractor shall use such skills, prudence, and diligence in performing and completing tasks undertaken that the completed work meets the standards of a similarly licensed contractor possessing ordinary skill and capacity.

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 04/21 ITEMS NOT REQUIRING CORRECTION The following complaint items require no action by the Respondent:

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

Sincerely, Lisa Melton Investigator #206 602 7716736 [email redacted] 1700 W Washington St,Suite 105 Phoenix, Arizona 85007-2812

License mailing address (if different from account/company address of record):

Full Frame Construction LLC

3104 E Camelback Rd. #2269 Phoenix, AZ 85016-4502

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C009 04/21 01231245ÿ7829ÿ ÿÿÿ ÿÿÿ22473

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%811, (--(!,1, 1+11./0043 127123")0%3 !0 3%, 0 834311324427''43,%0,-834311324427''5 414 Complainant: John Good 1616 W Indianola Ave Phoenix, AZ 85015

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C013 4/21 Respondent: Full Frame Construction LLC DBA: 3104 E Camelback Rd #2269 Phoenix, AZ 85016

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C013 4/21 Case No.: 2023-07591 Investigator: Lisa Melton

Compliance Jobsite General Notes: NO PHYSICAL INSPECTION WAS PERFORMED. Parties agree that Item #1 has been corrected. Respondent has declined to perform any correction relative to Item #2.

Compliance Item 2: We paid to have new circuits installed, but the new circuits keep crashing in the main house. Lights and outlets no longer work in the master bathroom and kitchen electricity now trips a breaker when appliances are being used. A permit was not pulled and no inspection was ever performed. ; Investigator’s Observation: Light in master bathroom (shower enclosure) does not come on when activated at switch. Outlet in this same room appears to be energized (green light) but does not provide power to appliance plugged into the outlet. Appliance was tested and functioned in other outlets. When Complainant has the dryer in the laundry room running and turns on the microwave and air fryer in the kitchen the breaker trips. Complainant managed the permitting for the addition (this electrical is in the existing portion of the residence) and stated that they do not believe a permit was obtained by the Respondent for the new circuits installed in the existing residence. Statute requires that the Respondent comply with building code. Permit and inspection is part of the code. Respondent should correct these electrical conditions by appropriate methods and obtain permitting and inspection as required for the work they performed in existing residence. Respondent should provide copy of closed (passed/completed) permit for this scope of work to the ROC Investigator. Governing Rule: ARS §32-1154 (A) (3), Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(b): A contractor shall perform all work in accordance with any applicable building codes and professional industry standards. For work to be performed in accordance with professional industry standards, a contractor shall use such skills, prudence, and diligence in performing and completing tasks undertaken that the completed work meets the standards of a similarly licensed contractor possessing ordinary skill and capacity.

Note:

Please review the complaint items listed above. If any of the items have not been corrected at the time of the compliance inspection this complaint will be forwarded to the Registrar’s legal department and a citation may be issued.

If all items are corrected after receipt of this letter, please notify the Registrar’s legal department by sending a notice of compliance signed by the complainant to fax number (602) 364-0416 or by mail to: Arizona Registrar of Contractors, P.O. Box 18244, Phoenix, Arizona 85005-8244. Sincerely,

Lisa Melton Investigator #206 602 7716736 [email redacted]

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov C013 4/21 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 C013 4/21 Full Frame Construction LLC 3104 E Camelback Rd. #2269 Phoenix, AZ 85016-4502 Phone: (480) 808-5764 LICENSE NUMBER ROC 324834 & 325450

John Good 602403-5399 Invoice TERMS DATE EXP DATE 1616 W. Indianola Ave Phoenix AZ 85013 4/14/22 QTY U/M [email redacted] PRICE AMOUNT

Install power to new 200 AMP panel supplied by homeowner $ 4,200.00 Run 12 New Circuits and bring house to current codes Labor and Materials

Home Owner: to provide all plumbing fixtures, lighting fixtures, tile, grout & cabinets and Appliances

Sub Total $ 4,200.00 Tax 8.60% $ 234.78 Total Due $ 4,434.78

All work is guaranteed for 2 year. Any additional work to be done that is not listed above specific to this project involving extra costs or labor will be executed on upon agreement & Submission of a signed change order. 01231425ÿ789 ÿ ÿÿÿ ÿÿ434237

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811!!"11#131$%&029'9'()*&("&(+&+849 094 2(&!84 700234247, 212 REGISTRAR OF CONTRACTORS OF THE STATE OF ARIZONA

John Good, Case No. 2023-07591

COMPLAINANT, v. CITATION Full Frame Construction LLC, License No. ROC 324834, & 325450

RESPONDENT.

The Registrar issues this Citation to Full Frame Construction LLC, (“Respondent”) under A.R.S. § 32-1155(A). If Respondent fails to answer this Citation by September 29, 2023, 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 July 7, 2023, John Good, (“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)(1) Abandonment of a contract or refusal to perform after submitting a bid on work without legal excuse for the abandonment or refusal. of 6

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)(3) - R4-9-108(b) Violation of any rule adopted by the Registrar; Namely A.A.C. R4-9-108(b): A contractor shall perform all work in accordance with any applicable building codes and professional industry standards. For work to be performed in accordance with professional industry standards, a contractor shall use such skills, prudence, and diligence in performing and completing tasks undertaken that the completed work meets the standards of a similarly licensed contractor possessing ordinary skill and capacity. 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 of 6

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg101 8/21 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. 2023-07591. 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 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 September 29, 2023. 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. of 6

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg101 8/21 § 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. 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 of 6

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg101 8/21 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 constitute proof that Respondent violated any statutory provision or rule adopted by the Registrar. Dated September 14, 2023. By: /s/ Gail Mathews Gail Mathews Legal Assistant II Legal Department Arizona Registrar of Contractors

COPY of the foregoing mailed by Certified Mail, Return Receipt Requested, September 14, 2023 to: Respondent Certified Mail No: [number redacted] Full Frame Construction LLC 3104 E Camelback Rd. #2269 Phoenix, AZ 85016-4502

Copy mailed by USPS First Class mail this same date to: Respondent Full Frame Construction LLC 3104 E Camelback Rd. #2269 Phoenix, AZ 85016-4502 Complainant John Good 1616 W Indianola Ave Phoenix, AZ 85015 of 6

1700 W. Washington Street, Suite 105 · Phoenix AZ 85007-2812

602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg101 8/21 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. 2023-07591

of 6

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

Person Filing Complaint Full Name (First Middle Last) Business Name (if a licensed contractor or supplier) ROC License Number(s) (if any)

John Good Mailing Address (Enter jobsite in Contract/Project section) City State Zip

1616 W Indianola Ave Phoenix Arizona 85015 Phone Number Email

602-403-5399 [email redacted] I consent to receive communications electronically in connection with this case Name of Attorney (if any)

Street Address of Attorney City State Zip

Phone Number of Attorney Email of Attorney

Contractor Information Name (as shown on contract/invoice) ROC License Number(s)

Full Frame Construction Inc ROC 324834 Street Address City State Zip

Phone Number Email

[number redacted] [email redacted] Name of Person(s) Representing License

Ronnie Buchholz Contract/Project Information Contract Date Contract Amount Amount Paid

April 5, 2022 $42,335.40 $39,755.65 Date Work Started Date Work Stopped Date Work Was Completed

April 19, 2022 February 20, 2023 March 29, 2023 Close of Escrow (New Home) Move-In Date (New-Home)

Jobsite Street Address City State Zip

1616 W Indianola Ave Phoenoix AZ 85015 Name of Construction Site Owner Construction Site Name (if applicable)

John and Janis Good Phone Number of Construction Site Owner Email of Construction Site Owner

[number redacted] [email redacted] This complaint is for Poor Work I have contacted the contractor by Phone/Text;Email Have you filed a complaint in court? No Has any work been corrected? No

RCC099 12/05/18 Page 1 of 2 Licensed Complaint Form Departmental Use Only For Current or Suspended Licensees

The contract was Written All change orders were Written This project was Residential This project involved Other separate living quarters A building permit was obtained by Property Owner 2104847 Phoenix 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)

Mini-split unit stopped working. Ronnie was notified on 6/19/23. Separate living quarters is unsafe and uninhabitable and has been above 90 degrees during an excessive heat warning. I hired a separate HVAC contractor to diagnose the issue. He said that he compressor passed the test, but he found a leak and now the unit needs new coolant. This may have been installed incorrectly. Ronnie says this is a manufacturer issue, and has been unresponsive. Inspection was not performed by the city.; We paid to have new circuits installed, but the new circuits keep crashing in the main house. Lights and outlets no longer work in the master bathroom and kitchen electricity now trips a breaker when appliances are being used. A permit was not pulled and no inspection was ever performed. ; Ronnie's lack of quality workmanship and follow-through is a breach of his duty of care for the occupants of our home and the occupants of the separate living quarters. The mistreatment of the materials that we purchased and Ronnie's inaction to remedy guaranteed work has caused us harm. We no longer have access to quality of life services needed in Arizona; no AC in the separate living quarters and faulty electricity in the main home.

Signature I declare under penalty of perjury that the information and documents contained on this Complaint Form, included with this complaint, or hereafter submitted in support of this complaint are true and accurate to the best of my knowledge. I will assist in the investigation or in the prosecution of the contractor or other parties, and will, if necessary, attend hearings and testify to facts. Printed Name Signature Date

John Good \complainant1\ \complainantd1\

RCC099 12/05/18 Page 2 of 2 Where the claimant is required to execute a wa'ivcr and release in exchange for or in order to induce the payment of a final payment and the claimant asserts in the waiver that ii has been paid the final payment, the waiver and release shall follow substantially the following form :

ARIZONA LIEN WAIVERAND RELEASE FORM UNCONDITIONAL WAIVER AND RELEASE ON FINAL PAYMENT ' ' (Pursuant to A.R.S. 33-1008)

Project: 1616 W lndlanola Room Addition

Job No.: NIA I The undersigned has been paid in full for all labor, services, equipment, or material furnished to the jobsite or to Full Frame Construction, LLC (Person with whom undersigned contracted) on the job of John and Annie Good (Owner) located at 1616 W lndlnaola Ave Phoenix AZ. 85013 (Job Description) and does hereby waive and release any right to mechanic's lien, any state or federal statutory bond right, any private bond rigQt, any claim for payment and any rights under any similar ordinance, rule or statute relatedito claim or payment rights for persons in the undersigned's position, except for disputed claims for extra ~ork in the amount of $___,1..:.,1,i=:22::.:0:.::.2::::5'-----

5-15-23 Full Frame Construction, LLC

Date: ~(C panyName)

By:---d-~~~~~:..____:::.....___ _ __ : ignature)

~J, !3ut-/2/2olc (Title) Manager

(Each Unconditional Waiver shall contain the following language, in type at least as large as the largest type otherwise on the document:)

NOTICE: THIS DOCUMENT WAIVES RIGHTS UNCONDITIONALLY AND STATES THAT YOU HAVE BEEN PAID FOR GIVING UP THOSE RIGHTS. THIS DOCUMENT IS ENFORCEABLE AGAINST you IF YOU SIGN IT, EVEN IF YOU HAVE NOT BEEN PAID. IF YOU HAVE NOT BEEN PAID, USE A CONDITIONAL RELEASE FORM. Full Frame Construction LLC 3104 E Camelback Rd. #2269 Phoenix, AZ 85016-4502 Phone: (480) 808-5764 LICENSE NUMBER ROC 324834 & 325450

John Good 602403-5399 Invoice TERMS DATE EXP DATE 1616 W. Indianola Ave Phoenix AZ 85013 4/14/22 QTY U/M [email redacted] PRICE AMOUNT

Install power to new 200 AMP panel supplied by homeowner $ 4,200.00 Run 12 New Circuits and bring house to current codes Labor and Materials

Home Owner: to provide all plumbing fixtures, lighting fixtures, tile, grout & cabinets and Appliances

Sub Total $ 4,200.00 Tax 8.60% $ 234.78 Total Due $ 4,434.78

John Good 602403-5399 Invoice TERMS DATE EXP DATE 1616 W. Indianola Ave Phoenix AZ 85013 6/15/22 QTY U/M [email redacted] PRICE AMOUNT

We need to run new water lines/recipe hot and cold. $ 4,500.00 From main service to washer box, kitchen, and restrooms. Labor and Materials

Change Order: $ 1,500.00

Had to install supply lines and angle stops for restrooms and kitchen. Had to remove all valves to clean them out. They got full of rust. Then installed them back.

Home Owner: to provide all plumbing fixtures, lighting fixtures, tile, grout & cabinets and Appliances

Sub Total $ 6,000.00 Tax 8.60% $ 335.40 Total Due $ 6,335.40

Sorry for the delay in getting back to you. I had to reach out and connect with a few people to figure out how to best proceed.

Because you (or Eduardo) never did a final walk-through, and because you never presented us with a certificate of final completion to sign, and the fact that you're still not done, saying that you have been done with the job for 5 months is inaccurate and dishonest. Additionally, you have not provided us with an executed Unconditional Waiver and Release on Progress Payment for each contractor as required by A.R.S. Â§33-1008(d)(2).

With this being said, filing a fraudulent lien against me is not in your best interest. ______ A.R.S. Â§33-420 False documents; liability; special action; damages; violation; classification

A. A person purporting to claim an interest in, or a lien or encumbrance against, real property, who causes a document asserting such claim to be recorded in the office of the county recorder, knowing or having reason to know that the document is forged, groundless, contains a material misstatement or false claim or is otherwise invalid is liable to the owner or beneficial title holder of the real property for the sum of not less than five thousand dollars, or for treble the actual damages caused by the recording, whichever is greater, and reasonable attorney fees and costs of the action. ______

Instead, I propose that we reach a settlement.

As evidenced by the results of the ROC Building Confidence Inspection conducted by Lisa Melton on March 29, 2023, much of the work was not completed in a good and workman like manner consistent with applicable building codes and workmanship standards." For this reason, I will not allow you to perform additional work on my home.

Per the ROC inspection report, there are multiple items that did not meet ROC workmanship standards: I have had two estimates completed to correct the issues with the unevenness/sagging of the ceiling, and both told me that the framing of the addition was not completed properly. This is a very difficult thing to correct. It sounds like that piece will cost me about $1,812.77 to just make it look ok. After this, it will still be wrong, it just won’t look quite so bad.

The concrete patch sounds like it will be a much less costly issue. I’m estimating it to be about $66.98. I’m estimating that filling the trim and sanding (and some repainting) will cost about $200.

Getting the closet door to hang level is a little bit harder to get a feel for because it requires drywall removal, reframing, and re-drywalling. I’m estimating that I’ll be spending at least another $500 here.

This puts my total estimate of the costs I will incur at $2,579.75, which, after being subtracted from the remaining balance, would leave a final payment of $11,220.25.

This is my proposal: 1) I make a final payment of $11,220.25 2) At the same time, you provide me with an Unconditional Lien Waiver for Final Payment

Alternatively, our next steps will be filing a formal complaint, mediation then arbitration if necessary. Please let me know if this works for you. I'm also ready to wrap this up.

Thank you, John Good

On Thu, May 4, 2023 at 9:27â€¯AM Ron Buchholz <[email redacted]> wrote: John, Good morning. I am reaching out to you again to try and wrap up this project and close it out for payment. As I said when we meet we would be happy to work with you to due our best to meet your expirations. In the event that we still don’t hear anything back from you by the 10th of May we will be filing a lien and a law suit for the money owed and will not be preforming any services other than what we would have to due under the ROC laws of AZ. Per the contract this job has been closed out for almost 5 months now.

Ron Buchholz Owner PH: (480) 808-5764

LICENSE NUMBER ROC 324834Â &Â 325450

On Apr 6, 2023, at 8:15 AM, Ron Buchholz <[email redacted]> wrote:

John, Just wanted to reach and and see how you and Annie would like us to handle the wrap up of this project? Let me know your thoughts so we can make arrangements. Ronnie

Ron Buchholz Owner PH: (480) 808-5764

LICENSE NUMBER ROC 324834Â &Â 325450 On Mar 7, 2023, at 3:53 PM, John Good <[email redacted]> wrote:

Ronnie,

I plan to move forward with final payment contingent upon the results of the ROC inspection on March 29, 2023. I’m sure you understand that based on the many times you’ve said that you were done but weren’t, we’d prefer to have an unbiased third party verify quality of workmanship; they may see something that I'd miss.

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If you’d to discuss anything or do a walk-through prior to the ROC inspection, let me know, and I’ll try to make it work.

Thank you, John

On Tue, Mar 7, 2023 at 10:41â€¯AM Ron Buchholz <[email redacted]> wrote: John, Good morning. I was out of town for a few weeks but I got back into town late last night. Please let me know when I could stop by and pick up the final payment. I am available later this afternoon Ronnie

Ron Buchholz Owner PH: (480) 808-5764

LICENSE NUMBER ROC 324834Â &Â 325450

On Mar 4, 2023, at 3:34 PM, Ron Buchholz <[email redacted]> wrote:

John, Hope you're having a good weekend. Eduardo and team have competed all of the open have been competed. Please let us know when we can pick up a check for the final outstanding.Â RonnieÂ

Ron Buchholz Owner PH: (480) 808-5764

LICENSE NUMBER ROC 324834Â &Â 325450 Received 09/29/2023 ROC Legal

Full Frame Construction 3104 E Camelback Rd Suite 2269 Phoenix AZ 85016

Full Frame Construction’s Answer to Citation Case No: 2023-07591

The complainant filed a complaint against Full Frame Construction for 1616 W Indianola Ave in Phoenix AZ 85015. Full Frame Construction was made aware of the complaint via an email by Investigator Lisa Melton on July 18th requesting a jobsite meeting to be held on August the 18th at 9:00 am. Investigator Melton then sent another email 2 days later July 20th moving the job site meeting to the next day on July 21st at 8:00 am in the morning. Full Frame responded back by email letting the Investigator that I was out of the state and would not be able to attend that meeting but could attend the following week. Investigator Melton still went forward with the jobsite meeting without Full Frame being able to attend. Full Frame was damaged not even knowing what the homeowner was filing a complaint against Full Frame for on this issue. The homeowner had NEVER called or mentioned any issues surrounding the electrical every prior to this complaint. Full Frame was denied it’s right to be able to come to the jobsite with in 15 days and understand what issues if any and be able to respond to the claims made by the homeowner. That damaged Full Frame as 2 directives were issued that should never have been issued in the 1st place if we would have been able to attend the Job Site meeting. Full Frame did make the repairs to the one complaint regarding the HVAC system under protest as the homeowner had another vender working on it and it was our position that homeowner’s vender over charged the system and voiding our warrantee as well as the suppliers. The second directive Investigator Melton fails to identify any workmanship or work that was done or completed not to code or City of Phoenix standards. It is even worse than that Full Frame was prejudiced in this case not being able to attend the meeting to be able to show the Investigator that we NEVER have touch or worked on these areas of the home, and we are not responsible for any of the exciting wiring from the 1950’s. There are a lot of missing facts and that were omitted from the homeowner to the investigator. Fact #1 The panel was installed by the pervious contractor who is not an electrician. Full Frame is a licensed Electrical Contractor. Fact#2 The panel was not set up anywhere close to code and once we had been made aware of the issues, we notified the client and told them that we need to make the repairs. This is what generated the Change Order and the work of running the home and the new addition to land properly into the new panel in order to have it be to code and be able to pass the electrical inspection. The original contractor never ran the circuits to the new panel he had left them in the old style as depicted here (for an example only). Full Frame did nothing with the actual wiring in the home or walls. What was done we properly ran the home run circuits from the old buss style panel in the kitchen as well as the circuits, for the mini split, the addition, and the new tankless water heater all in about 14 new runs were done and completed with the new style arch fault and GFCI breakers so that it will be to code

3104 E Camelback Rd Unit 2269 Phoenix AZ 85016 Received 09/29/2023 ROC Legal

Full Frame Construction 3104 E Camelback Rd Suite 2269 Phoenix AZ 85016

in the new panel and made up properly. Full Frame did the work as stated in the Change Order and it was signed off and approved by the City of Phoenix upon final inspection. Again, had Full Frame been at the Job Site meeting or subsequently a 2nd follow up meeting up my return it is our belief that this 2nd directive as well as the 1st one for the HVAC would never have been issued in the 1st place.

3104 E Camelback Rd Unit 2269 Phoenix AZ 85016 Received 09/29/2023 ROC Legal

Full Frame Construction 3104 E Camelback Rd Suite 2269 Phoenix AZ 85016

This is the original email (which I will attach along with this letter as well as the permit was finaled by the City of Phoenix as well as the sketch of the drawing showing the new 200-amp panel was part of the permit and the project along with new addition so there was no new permit that was required as alaudid too by the homeowner or the Investigator)

Full Frame is making a formal request to the ROC that the charges in the complaint do not apply as stated previously since Full Frame never worked on the area of the house nor is reasonable for the electrical in the main part of the house. The directive was vague and never addressed what was wrong or not code or any workmanship issues. While we fully understand that the homeowner is not an electrician, and we don’t know what level the Investigator is knowledge able about these items, they are just wrong here. If Full Frame was to try and work to solve the issues that came up for the 1st time over a year later, it would be another contract for the scope of work that is outside of the original contract. So, the contract that is attached doesn’t’ apply because this is not in the scope of work. If it did apply which we don’t believe it does the homeowner is in breach of section 9 of the contract for not going to mediation and or binding arbitration. Other than this complaint they have never mentioned anything to Full Frame regarding these matters. Had it been so bad and such an issue why they made a final payment for and settlement to Full Frame months prior without including this as something that needed to be addressed. Being that nothing has materially changed since the house or the electrical and nothing was mentioned Full Frame Construction’s belief and argument is that this has always been part of the original settlement and was included as such matter is deemed settled. The change order for the electrical was not separate contract it was party to the main contract and was settled under the settlement agreement upon the final payment and the lien release on the property.

3104 E Camelback Rd Unit 2269 Phoenix AZ 85016 Received 09/29/2023 ROC Legal

Full Frame Construction 3104 E Camelback Rd Suite 2269 Phoenix AZ 85016

So, in closing we ask that this complaint be dismissed as there are no grounds for the complaint against Full Frame Construction, LLC

Respectfully Submitted:

Ron Buchholz

3104 E Camelback Rd Unit 2269 Phoenix AZ 85016 Received 09/29/2023 ROC Legal Received 09/29/2023 ROC Legal

Where the claimant is required to execute a wa'ivcr and release in exchange for or in order to induce the payment of a final payment and the claimant asserts in the waiver that ii has been paid the final payment, the waiver and release shall follow substantially the following form :

ARIZONA LIEN WAIVERAND RELEASE FORM UNCONDITIONAL WAIVER AND RELEASE ON FINAL PAYMENT ' ' (Pursuant to A.R.S. 33-1008)

Project: 1616 W lndlanola Room Addition

5-15-23 Full Frame Construction, LLC

Date: ~(C panyName)

By:---d-~~~~~:..____:::.....___ _ __ : ignature)

~J, !3ut-/2/2olc (Title) Manager

(Each Unconditional Waiver shall contain the following language, in type at least as large as the largest type otherwise on the document:)

NOTICE: THIS DOCUMENT WAIVES RIGHTS UNCONDITIONALLY AND STATES THAT YOU HAVE BEEN PAID FOR GIVING UP THOSE RIGHTS. THIS DOCUMENT IS ENFORCEABLE AGAINST you IF YOU SIGN IT, EVEN IF YOU HAVE NOT BEEN PAID. IF YOU HAVE NOT BEEN PAID, USE A CONDITIONAL RELEASE FORM. Received City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 09/29/2023 ROC Legal

*********************************************************************

ACCURATE ESTIMATING SHEET INDEX OWNER: GOOD JOHN L III/PUSCH-GOOD JANIS M

SERVICES, LLC. ADDRESS:1616 W. INDIANOLA AVENUE CENTER OF ALLEY 1 SITE PLAN - SCOPE OF WORK PHOENIX, AZ 85015 DEMOLITION - FLOOR PLAN PHONE # (602) 540-7026 Parcel #: 110-09-055

8' 90' 3 FOUNDATION PLAN Subdivision: WESTWOOD TERRACE WALL& SHEER PLAN Lot #:17 ROOF FRAMING PLAN Zoning: R1-6 MCR #: 4616

E-MAIL: [email redacted] ELEVATIONS-CROSS SECTIONS Description: WESTWOOD TERRACE LOT 17 & E2 LOT 16 B ELECTRICAL PLAN Section Township Range: 30 2N 3E

25'

PHONE: 602-577-5005 *********************************************************************

PHOENIX, AZ 85016 ISOMETRICS WATER CALCS

2931 N. 22ND WAY MECHANICAL PLAN GENERAL NOTES

58.62' 2018 International Building Code (IBC) BUILDING AREA EXISTING REMODEL DEMOLITION NEW CONSTRUCTION TOTAL S.F. 2018 International Residential Code (IRC) 2018 International Mechanical Code (IMC) LIVING SPACE 1,562 S.F. 1,942 S.F. 2018 International Plumbing Code (IPC)

68.88' 380 S.F. 2018 Uniform Plumbing Code (UPC) CARPORT 202 SQ FT 202 SQ FT 2018 International Fuel Gas Code (IFGC) 2018 International Energy Conservation Code (IECC) UTILITY/STORAGE 2018 International Existing Building Code (IEBC) 2018 International Swimming Pool and Spa Code (ISPSC) PORCH 2017 National Electrical Code (NEC) ASME Elevator Codes PATIO 324 S.F. 57 S.F. 381 S.F. *************************************************************************************

****************************************

**************************************** TOTAL REMODEL = SCOPE OF WORK: NEW 200 AMP ELECTRICAL SERVICE, 57 SQ FT PATIO COVER, NEW LIVABLE ADDITION 380 SQ FT 10'

DESIGN DRAFTER: TOTAL LIVABLE = 1,942 S.F. 3'

MICHAEL GILSON (2) 9.6' X 19'

602-577-5005 DESIGNER: TOTAL NON-LIVABLE = 381 S.F. *************************************************************************************

FL DUST FREE TOTAL S.F. UNDER ROOF = 2,323 S.F. DISCLAIMER: Date: 09/09/21

Date: 09/09/21 PARKING TOTAL LOT AREA = % OF LOT COVERAGE = THE DATA CONTAINED IN THESE DRAWINGS ARE DEEMED RELIABLE 9.5' SPACES PATIO COVER 11,954 S.F. 19.44 % BUT NOT GUARANTEED. THIS INFORMATION SHOULD BE USED FOR INFORMATIONAL USE ONLY AND DOES NOT CONSTITUTE A LEGAL 132.83'

132.83' DOCUMENT FOR THE DESCRIPTION OF THIS PROPERTY. EVERY OVERHANG 19'

EFFORT HAS BEEN MADE TO INSURE THE ACCURACY OF THIS DATA; LARGER THAN 3' PORCH HOWEVER, ACCURATE ESTIMATING SERVICES OFFICE DISCLAIMS ENERGY NOTE ANY RESPONSIBILITY OR LIABILITY FOR ANY DIRECT OR INDIRECT DAMAGES RESULTING FROM THE USE OF THIS DATA.

CONSTRUCTION CONTRACT. ALL PURCHASED OR INCLUDED IN A PICTURES ARE THE PROPERTY ****************************************

**************************************** NEW AND/OR REMODELED BUILDING

ACCURATE ESTIMATING ANGLE HATCH

SERVICES, LLC. UNTIL BEDROOM CARPET ENVELOPE AREAS SHALL COMPLY WITH AND CONDITIONS PRIOR TO CONSTRUCTION. IF THERE THERE ARE ANY DISCREPANCIES, Plan #: 2104847-RPRM

Plan #: 2104847-RPRM 18' BEDROOM TILE IS NEW PATIO THE FOLLOWING. FENESTRATION = 0.40 INCONSISTENCIES, CHANGES OR

6.25' COVER 57 SQ MAX. U-FACTOR, .25 MAX SHGC. MIN. R-13 SHOULD THERE BE ANY CLARIFICATION TO MEANING OR INTENT OF DRAWINGS, NOTIFY AT FRAME WALLS AND FLOORS, R-6 @ DESIGNER BEFORE CONSTRUCTION. FT MASS WALL, R-38 @ CEILINGS, DUCT ************************************************************************************* 19'

PORCH

FAMILY ALL OTHER WORK NOT INCLUDED IN THESE DRAWINGS TO BE DONE BATH SHOWER INSULATION LOCATED OUTSIDE THE BY THE HOME OWNER BUILDING ENVELOPE REQUIRED R-8 & R-6 ************************************************************************************* 9.5' WHEN LOCATED IN THE FLOOR JOISTS. BEDROOM CARPET MINIMIZE AIR LEAKAGE PER IECC 402.4

CLOSET

10' CARPET

BLUESTAKE City of Phoenix

City of Phoenix CALL TWO WORKING DAYS

CONTRACTOR BEFORE YOU DIG LIVING AREA 1652 SQ FT ANGLE GRID 602-263-1100 1-800-STAKE-IT HATCH IS NEW (OUTSIDE MARICOPA COUNTY) 27.3'

ADDITION 380 SQ FT 20'

W INDIAN SCHOOL RD

N 16TH AVE NEW DRIVEWAY WM

N 18TH AVE 2.25' 4'

SIDEWALK ROW

W FAIRMOUNT AVE 25'

18.75'

W INDIANOLA AVE

GOOD JOHN L III/PUSCH-GOOD JANIS

email: [email redacted] 1616 W INDIANOLA AVE

PHONE (602) 540-7026 SITE PLAN SCALE =1/4"=1'

PHOENIX 85015 W INDIANOLA AVE This set of plans has been reviewed by the City of Phoenix Planning & Development Department for compliance with applicable City

M codes and ordinances and shall be kept at the construction site. Such review shall not prevent the City from requiring correction of errors in the plans where such errors are subsequently found to be in violation of any code, law, ordinance, health, safety, or other design issues.

W CLARENDON AVE RES - Darrell Hunt 602-256-4319

VICINITY MAP DATE PAGE N.T.S. 7/31/2021 ***** OF *****

City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 Received City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 DEMOLITION NOTES 09/29/2023 ROC Legal

1. USE MEANS NECESSARY TO PREVENT DUST FROM 5. DEMOLISHED MATERIAL SHALL BE CONSIDERED TO BE 10. PREVENT MOVEMENT OF STRUCTURE: PROVIDE BECOMING A NUISANCE TO THE OWNER. PROTECT/COVER THE PROPERTY OF THE DEMOLITION SUBCONTRACTOR BRACING AND SHORING. POOL (UNLESS OTHERWISE NOTED) AND SHALL BE REMOVED COMPLETELY FROM THE JOB SITE IN A RESPONSIBLE 11. CEASE OPERATIONS IF STRUCTURE APPEARS TO BE IN 2. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH MANNER. DANGER, NOTIFY THE ARCHITECT, AND DO NOT RESUME

ACCURATE ESTIMATING DEMOLITION WILL BE PERFORMED. CORRECT CONDITIONS OPERATIONS UNTIL DIRECTED. DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF 6. FOR ALL OTHER DEMOLITION WORK --MECHANICAL,

SERVICES, LLC. WORK. DO NOT PROCEED UNTIL UNSATISFACTORY PLUMBING AND ELECTRIC, SEE MECHANICAL, PLUMBING 12. DISCONNECT, REMOVE, CAP, AND IDENTIFY CONDITIONS ARE CORRECTED. AND ELECTRICAL DRAWINGS. DESIGNATED UTILITIES WITHIN DEMOLITION AREA.

7'-6 1/16" 3. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO 7. USE MEANS NECESSARY TO PROTECT ALL DOORS, 13. ALL LOCATIONS OF UTILITY, WATER, GAS, AND SEWER ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE WINDOWS AND KITCHEN CABINETRY DURING DEMOLITION. LINES SHALL BE VERIFIED IN FIELD PRIOR TO EXCAVATION. NECESSARY CRAFTS AND WHO ARE COMPLETELY ALL REMOVED KITCHEN CABINETRY, DOORS, DOOR

10'-4 7/8" FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE HARDWARE, AND WINDOW HARDWARE ARE TO BE THE 14. START OF WORK WILL SIGNIFY GENERAL METHODS NEEDED FOR PROPER PERFORMANCE OF THE PROPERTY OF THE OWNERS. CONTRACTOR HAS ACCEPTED ALL EXISTING CONDITIONS " WORK OF THE DEMOLITION. OF THAT PORTION OF THE WORK. 12'-11 3/4 8. VERIFY EXISTING CONDITIONS AND NOTIFY ARCHITECT 4. USING ONLY THE MEANS AND EQUIPMENT APPROVED IN WRITING OF ANY DISCREPANCIES PRIOR TO 15. GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR THIS PURPOSE BY THE ENVIRONMENTAL AGENCIES PROCEEDING WITH ANY WORK. APPLICATION FOR AND ADHERENCE TO ALL DEMOLITION 44'-1"

HAVING JURISDICTION, DEMOLISH AND COMPLETELY PERMITS, IF ANY. REMOVE FROM THE JOB SITE THE EXISTING 9. ERECT AND MAINTAIN TEMPORARY PERDITIONS AS CONSTRUCTION DESIGNATED TO BE REMOVED UNLESS REQ'D. TO PREVENT SPREAD OF DUST, DEBRIS, ODORS,

E-MAIL: [email redacted] NOTED OTHERWISE. AND NOISE. 2'-4 13/16"

PHONE: 602-577-5005 DEMO EXISTING CARPORT

PHOENIX, AZ 85016 2931 N. 22ND WAY REMOVE 9'-6 1/4" EXISTING

6'-3" WINDOW SHOWER 1'-9" 2'-10" X 6'-4" SQ FT 15'-11 1/4"

15'-11 1/4"

DEMO CARPORT EXISTING 11'-7" X 16'-8" 192 SQ FT OVERHANG AS REQUIRED

7'-5 3/4" 2'-1 5/8" REMOVE WALL LEGEND 22'-10 1/8" EXISTING HWH

2X6 FRAME WH 11'-9 5/8" STUCCO WALL

****************************************

**************************************** DESIGN DRAFTER: 2X4 FRAME

MICHAEL GILSON 602-577-5005 DESIGNER: STUCCO WALL

FL 2X6 FRAME Date: 09/09/21

Date: 09/09/21 INTERIOR WALL 2X4 FRAME 11'-9 5/8" 10'-7 3/8" INTERIOR WALL 2X6 FRAME SIDING WALL

CONSTRUCTION CONTRACT. ALL PURCHASED OR INCLUDED IN A ****************************************

**************************************** PICTURES ARE THE PROPERTY DEMOLITION PLAN SCALE = 1/4" = 1'

ACCURATE ESTIMATING SERVICES, LLC. UNTIL 2X6 FRAME W/ 2" STONE Plan #: 2104847-RPRM

Plan #: 2104847-RPRM VENEER WALL GLASS SHOWER WALL 3'-8 3/8"

3'-8 3/8"

FIRE EGRESS 8" CMU WALL W/ 4" 3030FX 3030FX 3030FX 3030FX 3 FURR GAS GA

3030SC 8" CMU WALL W/ 2" S

GAS FURR GAS

8" CMU FENCE GA 8'-10"

5'-10 5/8" WALL S

1'-8 1/8" 1'-2 1/2" City of Phoenix

City of Phoenix 3' BEDROOM TILE 8" CMU WALL W/ 13'-0" X 10'-5"

CONTRACTOR PLASTER GA S

W01 46'-9 5/8"

12' 3'-3 13/16" 2'-8 3/16" 5'-1 5/16"

6' 2068 2668 PORCH 12'-0" X 4'-9" 25'-10" 2'-11 7/8" 9'-10 1/2"

2568

D01 4'-11" 11'-7 5/8" BATH SHOWER 4'-11" X 9'-6" 2'-10" X 6'-4" 3068 W03 D04 12'-11 3/8"

4068 ANY WINDOW OR DOOR NOT SHOW IS EXISTING 5'-4 1/4"

3068 2868

DOOR SCHEDULE 18'-10 1/2"

NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O DESCRIPTION HEADER THICKNESS SHGC U-FACTOR TEMPERED D01 6068 TEMP 1 1 6068 L EX 72 " 80 " 74"X83" EXT. SLIDER-GLASS PANEL 2X10X77" (2) 1 3/4" 0.25 0.3 YES D02 3068 1 1 3068 R IN 36 " 80 " 38"X82 1/2" HINGED-DOOR E06 2X6X41" (2) 1 3/4" 0.3 0.3

GOOD JOHN L III/PUSCH-GOOD JANIS 15'-0 1/8" D03 5068 1 1 5068 R EX 60 " 80 " 62"X83" EXT. SLIDER-PANEL 2X8X65" (2) 1 3/8" 0.25 0.3 D04 2468 1 1 2468 L EX 28 " 80 " 30"X83" EXT. HINGED-GLASS PANEL 2X6X33" (2) 1 3/8" 0.25 0.3

email: [email redacted] 3330LS 3330

1616 W INDIANOLA AVE

PHONE (602) 540-7026 7'-9 1/4"

PHOENIX 85015 D03 WINDOW SCHEDULE 3'

D02 NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O EGRESS DESCRIPTION HEADER MANUFACTURER COMMENTS SHGC U-FACTOR 7'

CLOSET W01 3010LS 1 1 3010LS 36 " 12 " 38"X14" LEFT SLIDING 2X6X41" (2) 0.25 0.3 CARPET

M 2'-0" X 7'-9" W02 8050LS 1 1 8050LS 96 " 60 " 98"X62" LEFT SLIDING 2X12X101" (2) 0.25 0.3 W03 6068 TEMP 1 1 6068 L EX 72 " 80 " 74"X83" YES EXT. SLIDER-GLASS PANEL 2X10X77" (2) 0.25 0.3 W04 1220 2 2 1220 14 " 24 " 16"X26" LOUVERED 2X6X16" (2) 0.25 0.3

W02 2'-11 1/8"

2'-4 5/16" 6 1/4" 5'-2 5/16" 8' 6'-4 1/8" 3'-3" 6'-0 3/4" 3'-3

15'-6 5/8" 2'-10" 10'-1 3/8" 13'-3 7/8"

LIVING AREA 73'- 1652 SQ FT

DATE PAGE FLOOR PLAN SCALE = 1/4" = 1' 2 7/31/2021 ***** OF *****

City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 Received City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 09/29/2023 ROC Legal

ACCURATE ESTIMATING STUCCO SYSTEM OVER TYVEKWATER RESISTIVE BARRIER OREQUIV. SOIL SHALL BE CHEMICAL TERMITICIDE

SERVICES, LLC. 2X STUDS AT 16"O.C. FOUNDATION NOTES TREATED PRIOR TO CONCRETE PLACEMENT SIMPSON H3 @ ALT. STUDS 3/8" OSB-TYP. ************************************************************************************** FOR ALL FOUNDATIONS AND SLABS THAT ARE 2X PRESSURE TREATEDPLATE W/1/2" DIA. X 10"LONG ANCHOR 1-3/8" CONT. 26GA GALV.METAL SILL SCREED W/ AVERTICAL ATTACHMENT SECTION 401.2 REQUIREMENTS FOUNDATION CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS ACCORDING PART OF OR ATTACHED TO A DWELLING. BOLT ANDEMBED 7" MIN. @ 4'-0"O.C. W/ PROPERLY FLANGEOF 3-1/2" MIN. TO SECTION R301 AND TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING SOIL. FILL SOILS THAT SUPPORT FOOTINGS AND PRODUCT TO BE PREMISE PRE APPLIED WITH SIZEDNUT AND WASHER

LOCATE WEEP SCREED 3/4"MIN. FOUNDATIONS SHALL BE DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. GRAVEL BROADCAST METHOD BELOW FIN. FLOOR AND4" MIN. ABOVE FIN. GRADE ATEXTEROR WALLS FILL USED AS FOOTINGS FOR WOOD AND PRECAST CONCRETE MONOLITHIC FOOTINGAND SHALL COMPLY WITH SECTION R403. SLAB ************************************************************************************** R401.3 DRAINAGE SURFACE DRAINAGE SHALL BE DIVERTED TO A FINISH GRADE STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF

E-MAIL: [email redacted] 4" COLLECTION AS TO NOT CREATE A HAZARD. LOTS SHALL BE

MIN. 6" GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION

BELOW GRADE WALLS. THE GRADE SHALL FALL A MINIMUM OF SIX INCHES WITHIN INSTALL 1/2" ANCHOR BOLTS 12" TO THE FIRST 10 FEET (SEE 2006 IRC SECTION 401.3 FOR

18" (MIN.)

PHONE: 602-577-5005 EXCEPTIONS).

PHOENIX, AZ 85016 EACH CORNER 32" O.C. IN FIELD.

2931 N. 22ND WAY ************************************************************************************** 4" A.B.C. R401.4.2 COMPRESSIBLE OR SHIFTING SOIL INSTEAD OF A ANCHORS TO HAVE A MINIMUM TERMITE TREATED SOIL COMPLETE GEOTECHNICAL EVALUATION, WHEN TOP OR SUBSOILS ARE COMPRESSIBLE OR SHIFTING, THEY SHALL BE EMBED OF 7" ASSUMED 1500 PSF REMOVED TO A DEPTH AND WIDTH SUFFICIENT TO ASSURE

CLR. STABLE MOISTURE CONTENT IN EACH ACTIVE ZONE AND SHALL

3" SOILBEARING PRESSURE ATMIN. 18" BELOWUNDISTURBED SOIL 16" NOT BE USED AS FILL OR STABILIZED WITHIN EACH ACTIVE ZONE BY CHEMICAL, DEWATERING OR PROSTRATION.

9'-9 1/4" ************************************************************************************** (1) #4 CONT. REBARTOP AND R402.2 MATERIALS: CONCRETE CONCRETE SHALL HAVE A BOTTOM MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF Fc AS SHOWN IN TABLE R402.2 CONCRETE SUBJECT TO MODERATE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2(1) SHALL BE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2. THE MAXIMUM WEIGHT

12'-0 1/8" 5'-10 1/2" OF FLY ASH, OTHER POZZOLANS, SILICA FUME, SLAG OR BLENDED

EXTERIOR WALL FOOTING CEMENT THAT IS INCLUDED IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND EXTERIOR PORCHES, CARPORT 3 1 SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL NOT EXCEED THE PERCENTAGES OF TOTAL 46'-9 5/8"

WEIGHT OF CEMENTITIOUS MATERIALS SPECIFIED IN SECTION HOLDOWN SCHEDULE 4.2.3 OF "ACI318". MATERIALS USED TO PRODUCE CONCRETE AND

S TESTING THEREOF SHALL COMPLY WITH APPLICABLE STANDARDS SOLID (OR BUILT-UP) 4'-8 7/8"

MARK HOLDOWN END POST ATTACH TO POST SILL/STEM ATTACH LISTED IN CHAPTER 3 OF "ACI318". WOODPOST-SEE FRAMING PLAN ************************************************************************************** NEW 3000 PSI SLAB -4 TO F.F. NEW FOOTING R403.1 GENERAL ALL EXTERIOR WALLS SHALL BE SUPPORTED ON LTT20B (2) 2X STUDS (10)-10d X 1 1/2 Nails 1/2" DIA. TITEN HD A 1/2" DIA. X 10" LONGANCHOR CONTINUOUS SOLID GROUTED MASONRY OR CONCRETE SIMP. ABA OR ABU

****************************************

**************************************** BOLT, EMBED 7"MIN. W/ FOOTINGS, WOOD FOUNDATIONS, OR OTHER APPROVED LSDTHD8 (2) 2X STUDS (24)-16d Sinker Nails POSTBASE MAINTAIN MIN. PROPERLY SIZEDNUT AND STRUCTURAL SYSTEM WHICH SHALL BE SUFFICIENT DESIGN TO 3 B WET SET STRAP

EXISTING FOOTING 1"STANDOFF FROM WASHER ACCOMMODATE ALL LOADS ACCORDING TO SECTION R301.

DESIGN DRAFTER:

MICHAEL GILSON CONC.SLAB ************************************************************************************** C 5/8" ALL-THREADED

602-577-5005 4" NOM CONC. SLAB O/4"A.B.C. FILL R403.1.1 MINIMUM (FOOTING) SIZE MINIMUM SIZE FOR CONCRETE

DESIGNER: C HTT5 (2) 2X STUDS (26)-10d X 1 1/2 Nails ROD W/ SIMP. "SET XP" 5" EMBED. MIN. O/TERMITETREATED SOIL AND MASONRY FOOTINGS SHALL BE AS SET FORTH IN TABLE

FL R403.1 AND FIGURE R403.1 (1). THE FOOTING WIDTH "W" SHALL BE WET SET STRAP -4" D STHD14 (2) 2X STUDS (38)-16d Sinker Nails BASED ON THE LOAD-BEARING VALUE OF THE SOIL IN NEW FOOTING BELOW ACCORDANCE WITH TABLE R401.4.1. SPREAD FOOTINGS SHALL BE Date: 09/09/21

Date: 09/09/21 (18) Simpson SDS1/4x3 F.F. - TYP.SEE AT LEAST 6 INCHES THICK. FOOTING PROJECTIONS "P", SHALL BE E PHD6-SDS3 4X6 POST SSTB28 Wood Screws TO FNDN.PLAN AT LEAST 2 INCHES AND SHALL NOT EXCEED THE THICKNESS OF WRAP AROUND BEAM 6" MIN FOOTING. THE SIZE OF FOOTINGS SUPPORTING PIERS AND (13) 8d Nails abv & COLUMNS SHALL BE BASED ON THE TRIBUTARY LOAD AND F CS16 STRAP (2) 2X STUDS (13) 8d Nails below OR HEADER BELOW ALLOWABLE SOIL PRESSURE IN ACCORDANCE WITH TABLE (WHERE OCCURS) FOOTING,STEM SIZES &REINF. SEE FOOTING & STEMSCHEDULE R401.4.1. NEW FOOTING

Notes: ************************************************************************************** 1 Holdowns shall be manufactured by Simpson or shall be of equivalent capacity ON FOUNDATIONPLAN - U.N.O. R403.1.4.1 MINIMUM (FOOTING) DEPTH ALL EXTERIOR FOOTINGS with a current ICBO report. 18" SHALL BE PLACED AT LEAST 12 INCHES BELOW THE UNDISTURBED NEW 3000 PSI SLAB TO F.F. 2 See "Shear Wall Schedule" for shearwall requirements and designations. MAINTAIN PROPER GROUND SURFACE. WHERE APPLICABLE THE DEPTH OF See "Shear Wall Schedule" for anchor bolt spacing at designated shear walls. 19'-3 1/8"

EDGEDISTANCE FOR FOOTING FOOTINGS SHALL ALSO CONFORM TO SECTION R403.1.4.1

CONSTRUCTION CONTRACT. ALL PURCHASED OR INCLUDED IN A ****************************************

**************************************** PICTURES ARE THE PROPERTY S THROUGH R403.1.4.2.

ACCURATE ESTIMATING SERVICES, LLC. UNTIL R403.1.5 SLOPE THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS SHALL NOT HAVE A Plan #: 2104847-RPRM

Plan #: 2104847-RPRM SLOPE EXCEEDING ON UNIT VERTICAL IN 10 UNITS HORIZONTAL. NEW FOOTING

3'-0" FOOTING MAY PROJECT FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO 5'-0" CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS BEYOND SLAB EDGE SEE FOUNDATION 18" OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS WILL EXCEED 10% SLOPE. S ************************************************************************************** R403.1.6 FOUNDATION ANCHORAGE WHEN BRACED WALL PANEL 5'-0"

3 ARE SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS, THE WALL WOOD SILL PLATE OR COLD-FORMED STEEL BOTTOM 7'-0"

TRACK SHALL BE ANCHORED TO THE FOUNDATION IN

NEW FOOTING EXTERIOR POST/MONO FOOTING ACCORDANCE WITH THIS SECTION. ************************************************************************************** R403.1.7.3 FOUNDATION ELEVATION ON GRADED SITES, THE TOP OF ANY EXTERIOR FOUNDATION SHALL EXTEND ABOVE THE ELEVATION OF THE STREET GUTTER AT POINT OF DISCHARGE OR C C THE INLET OF AN APPROVED DRAINAGE DEVICE A MINIMUM OF 12 INCHES PLUS 2%. ALTERNATE ELEVATIONS ARE PERMITTED SUBJECT TO THE APPROVAL OF BUILDING OFFICIAL, PROVIDED IT CAN BE DEMONSTRATED THAT REQUIRED DRAINAGE TO THE POINT OF DISCHARGE AND AWAY FORM THE STRUCTURE IS 0'-6" PROVIDED AT ALL LOCATIONS ON THE SITE. 17'-10 5/8" ************************************************************************************** City of Phoenix

City of Phoenix R403.1.8 FOUNDATIONS ON EXPANSIVE SOILS FOUNDATION AND FLOOR SLABS FOR BUILDINGS LOCATED ON EXPANSIVE SOILS

CONTRACTOR SHALL BE DESIGNED IN ACCORDANCE WITH SECTION 1805.8 OF THE IBC (SEE SECTION 403.1.8 AND 403.1.8.1 FOR EXCEPTIONS). **************************************************************************************

FOUNDATION PLAN SCALE = 1/4" = 1' 1/2" TOOLED EDGE - TYP. R403.3.3 DRAINAGE FINAL GRADE SHALL BE SLOPPED IN ACCORDANCE WITH SECTION R401.3. IN OTHER THAN GROUP "I" SOILS, AS DETAILED IN TABLE R405.1, GRAVEL OR CRUSHED STONE BENEATH HORIZONTAL INSULATION BELOW GROUND FINISH GRADE SHALL DRAIN TO DAYLIGHT OR INTO APPROVED SEWER SYSTEM.

8"MIN. ************************************************************************************** R403.3.4 TERMITE DAMAGE THE USE OF FOAM PLASTIC IN AREAS OF "VERY HEAVY" TERMITE INFESTATION PROBABILITY SHALL BE IN ACCORDANCE WITH SECTION R320.5. ************************************************************************************** R404.1 CONCRETE AND MASONRY FOUNDATION WALLS CONCRETE AND MASONRY WALLS SHALL BE SELECTED AND 4" CONC. SLAB o/ 4"A.B.C. FILL CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF MIN. o/TERMITE TREATED SOIL 8" SECTION R404 OR IN ACCORDANCE WITH "ACI318, ACI 332, NCMA TR68 A, OR ACI530/ASCE 5/TMS 402" OR OTHER APPROVED STRUCTURAL STANDARDS. ************************************************************************************** R406.1 CONCRETE AND MASONRY DAMPPROOFING EXCEPT WHERE REQUIRED BY SECTION R604.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH SECTION R406.1 (SEE SECTION FOR EXCEPTION). SLAB TURNDOWN ************************************************************************************** R402.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL- WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE

GOOD JOHN L III/PUSCH-GOOD JANIS INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH SECTION 406.2 (SEE SECTION FOR

email: [email redacted] 1616 W INDIANOLA AVE EXCEPTIONS).

PHONE (602) 540-7026 DOOR-SEE FLOOR PLAN **************************************************************************************

PHOENIX 85015 TOOLED EDGE

1/2" EXPANSION JOINT

M MONOLITHIC FOOTINGAND

SEE PLAN VARIES SLAB 4"

UNLESS NOTED OTHERWISE IN OWNER/BUILDER SUPPLIED PROJECT SOILS REPORT, FOUNDATION 24"

DESIGN BASED ON 1500 PSF ALLOWABLE SOIL DOOR STOOP MAX SLOPE 1/4" = 1' SLOPE AWAY FROM BEARING PRESSURE AT MINIMUM 1'6" BELOW HOUSE ENGINEER CERTIFIED COMPACTED PAD OR UNDISTURBED SOIL. SOIL IS ASSUMED TO BE NON 4" A.B.C. EXPANSIVE, NON COLLAPSABLE AND NON

CLR. 3" TERMITE TREATED SOIL 16" CORROSIVE, FINISH GRADE TO PROVIDE ASSUMED 1500 PSF ADEQUATE DRAINAGE AWY FROM FOUNDATION SOILBEARING PRESSURE ATMIN. 18" BELOWUNDISTURBED SOIL (1) #4 CONT. REBARTOP AND SYSTEM BOTTOM DATE PAGE 5/20/2021 ***** OF *****

TURNDOWN AT EXTERIOR DOOR City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 Received City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 09/29/2023 ROC Legal

8'-10" BEAM - SEE BEAM -SEE FRAMING PLAN 5'-10 5/8" FRAMING PLAN DBL. 2x TOP

10'-5" SIMP. CS20 STRAP W/ 1'-8 1/8" 1'-2 1/2" PLATE CONT. MIN. (4) 8d NAILS TO 3'

ACCURATE ESTIMATING TOP OF BEAM & (10) 8d NAILS INTO POST HOLDOWN SCHEDULE SHEARWALL SCHEDULE (2) 2 X 4

SERVICES, LLC. 1 MARK MATERIAL & ATTACHMENT BLOCK? SILL PLATE ATTACH SIMP. CS20 STRAP W/ (10) 8d

X 4 POST 4 3 1/8 X 12 GLB 6POST W01 MARK HOLDOWN END POST ATTACH TO POST SILL/STEM ATTACH INTO BEAM & (10) 8d INTO TOP 46'-9 5/8" 1/2" Gypsum Sheathing w/ 5d 1/2" Dia. Anchor Bolts @ PLATE SHEAR PANEL LTTI31 (2) 2X STUDS (18)-10d X 1 1/2 Nails 12' A SSTB16 G1 Cooler Nails @ 7"o.c. Edges & Field NO 48" o.c. SIMP. CS20 STRAP W/ (8) 8d INTO (WHERE OCCURS, 18'-8 3/8" BEAM & (8) 8d INTO POST SEE PLAN) 3'-3 13/16" 2'-8 3/16" 5'-1 5/16"

3/8'' CD/CC Plywood/OSB Sheathing 1/2" Dia. Anchor Bolts @ 6' B LSDTHD8 (2) 2X STUDS (24)-16d Sinker Nails WET SET STRAP W1 w/ 8d Nails @ 6''o.c. Edges & 12''o.c. Field YES 32" o.c. or 16d nails at 6" o.c. BUILT-UP OR SOLID WOOD SHEAR PANEL 16d @ 8" O.C. W1 2068 POST -SEE FRAMING PLAN (WHERE OCCURS, STAGGERED IN 2 ROWS C WET SET STRAP SEE PLAN)

25'-10" STHD10 (2) 2X STUDS (28)-16d Sinker Nails Notes: 2x STUDS @ 16" O.C. -U.N.O.

2'-11 7/8" 10'-8 3/8" 1 All anchor bolts shall be placed as specified and within 12" of the end of the wall. SIMP. CS20 STRAP W/ (10) 8d INTO EDGE NAILING,TYP.

9'-10 1/2" WET SET STRAP 2 See "HOLDOWN SCHEDULE" for Holdown requirements and designations. EDGE NAILING D STHD14 (2) 2X STUDS (38)-16d Sinker Nails BEAM & (10) 8d INTO TOP PLATE Refer to plans for shear wall locations.

6'-3" SIMP. CS20 STRAP W/ C 4 1/2" Dia. Simpson Titen HD screw anchors w/ 2-1/4" embedment (ESR-1056) DBL. 2x TOP BUILT-UP OR SOLID WOOD (10) 8d INTO T.P. @ EA. TYP. (2)-2x STUDS D01 7'-5 1/8" E PHD6-SDS3 4X6 POST (18) Simpson SDS1/4x3 SSTB28 may substitute for anchor bolts at interior walls only. PLATE CONT. POST -SEE FRAMING PLAN SIDE OF BEAM POCKET AS SHOWN 4'-11"

E-MAIL: [email redacted] Wood Screws SIMPSON STRAP For shearwalls W3 & W4 foundation sill plates & all framing members receiving 11'-7 5/8" WRAP AROUND BEAM edge nailing from abutting panels shall not be less than a single 3-inch nominal HOLDOWN W03 1'-9" F CS16 STRAP (2) 2X STUDS (13) 8d Nails abv & OR HEADER BELOW members. Nails shall be staggered. (13) 8d Nails below (WHERE OCCURS) Anchor bolts at double sided shearwalls shall be placed at 1/2 the spacing shown

PHONE: 602-577-5005 above (double the number of anchor bolts). W1 Notes:

PHOENIX, AZ 85016

2931 N. 22ND WAY D04 MIN. (6)-16d @ Holdowns shall be manufactured by Simpson or shall be of equivalent capacity 7 Shear wall edge nailling shall be installed to the same posts on which the KING STUD TO BEAM -SEE FRAMING PLAN with a current ICBO report. See "Shear Wall Schedule" for shearwall requirements and designations. 8 holdowns are attached. Edge nail to top of double top plate and sill plate as well as sheet edges. END OF BEAM DBL. TOP PLATE EDGE NAILING SHEAR PANEL 12'-11 3/8"

SIMP.CS20 STRAP W/ (8) 8d NAILS See "Shear Wall Schedule" for anchor bolt spacing at designated shear walls. INTO BEAM & (8) 8d NAILS INTO BUILT-UP TRIMMER / POST @ EA. SIDE OF 4068 OR SOLID BEAM TO POST @ BEAM SPANS

5'-4 1/4" MIN. (6) 16d @ EA.

7'-5 3/4" WD. POST

2'-1 5/8" 10'-0" & GREATER KING STUD TO BEAM SEE FRMG. BUILT-UP OR SOLID WOOD POST/TRIMMER PLAN

2868 18'-10 1/2"

& KING STUD -SEE FRAMING PLAN 18'-5"

BEAM AT WALL CONNECTIONS SHEAR TRANSFER 15'-0 1/8" # SCALE: N.T.S. SHEAR WALLS 5 BEAM SEE FRAMING PLAN

7'-9 1/4" D03 SIMP. ACE POST CAP EA. SIDE -SIZEDFOR POST 3'

D02 AND ANCHOR PER MFG.'SSPEC.'S -U.N.O. ON NEW (2) S X 6 FRAMING PLAN

7' TOP PLATE SHEAR PANEL EXISTING TOP (WHERE OCCURS, SHEAR WALL SEE PLAN) PLATE

****************************************

**************************************** SHEAR PANEL 16d @ 8" O.C. (WHERE OCCURS, EXISTING C C

DESIGN DRAFTER: MICHAEL GILSON STAGGERED SEE PLAN) MASONRY

602-577-5005

DESIGNER: W02 WOOD POST - 2'-11 1/8"

W1 4 EDGE NAILING, EDGE NAILING, TYP. SEEFRAMING PLAN WALL NEW 2 X 6

FL TYP. SIMP. CS20 STRAP W/ (10) 8d NAILSINTO EA. 1/2" FRAMED WALLS 2'-4 5/16" SHEAR PANEL(WHERE SHEAR PANEL(WHERE Date: 09/09/21

BEAM. INSTALL STRAP AT TOPOF BEAM -STRAP

Date: 09/09/21 5'-2 5/16" 8' 6'-4 1/8" OCCURS, SEE PLAN) OCCURS, SEE PLAN) NOT REQ.'D IF BEAMIS CONTINUOUS OVER POST ANCHOR 26" O.C. BOLT @ 30" 15'-6 5/8" 2'-10" 10'-1 3/8" 0.C. SIMP SET EPOXY W/ 6" FRAMING PLAN SCALE = 1/4" = 1' 16d NAILS @ 8" O.C. 8" O.C. CONT. BEAM OR (2) BEAMS TOPOST CONN. EMBED

-SEE FRAMING PLAN

CONSTRUCTION CONTRACT. ALL PURCHASED OR INCLUDED IN A ****************************************

**************************************** PICTURES ARE THE PROPERTY NEW 2 X 6

ALL PLANS, DRAWINGS, AND (3) 2x STUDS SIMPSON STRAP WOOD POST -

ACCURATE ESTIMATING SEEFRAMING PLAN AT SINGLE OR DBL. BEAM TO POSTUSE (1) SIMP. TREATED

SERVICES, LLC. UNTIL AS SHOWN HOLDOWN AC POST CAP EA. SIDESIZED FOR POST AND BOTTOM PLATE Plan #: 2104847-RPRM

Plan #: 2104847-RPRM ANCHOR PERMFG.'S SPEC.'S -U.N.O. ON FRAMINGPLAN

BEAM TO POST CONNECTIONS SHEAR TRANSFER 4 SCALE: N.T.S.

ANY WINDOW OR DOOR NOT SHOW IS EXISTING City of Phoenix

City of Phoenix CONTRACTOR DOOR SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O DESCRIPTION HEADER THICKNESS SHGC U-FACTOR TEMPERED D01 6068 TEMP 1 1 6068 L EX 72 " 80 " 74"X83" EXT. SLIDER-GLASS PANEL 2X10X77" (2) 1 3/4" 0.25 0.3 YES D02 3068 1 1 3068 R IN 36 " 80 " 38"X82 1/2" HINGED-DOOR E06 2X6X41" (2) 1 3/4" 0.3 0.3 D03 5068 1 1 5068 R EX 60 " 80 " 62"X83" EXT. SLIDER-PANEL 2X8X65" (2) 1 3/8" 0.25 0.3 D04 2468 1 1 2468 L EX 28 " 80 " 30"X83" EXT. HINGED-GLASS PANEL 2X6X33" (2) 1 3/8" 0.25 0.3

WINDOW SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O EGRESS DESCRIPTION HEADER MANUFACTURER COMMENTS SHGC U-FACTOR W01 3010LS 1 1 3010LS 36 " 12 " 38"X14" LEFT SLIDING 2X6X41" (2) 0.25 0.3 W02 8050LS 1 1 8050LS 96 " 60 " 98"X62" LEFT SLIDING 2X12X101" (2) 0.25 0.3 W03 6068 TEMP 1 1 6068 L EX 72 " 80 " 74"X83" YES EXT. SLIDER-GLASS PANEL 2X10X77" (2) 0.25 0.3 W04 1220 2 2 1220 14 " 24 " 16"X26" LOUVERED 2X6X16" (2) 0.25 0.3

GOOD JOHN L III/PUSCH-GOOD JANIS SIMPSON CS20 STRAP

email: [email redacted] 2'-4" OPENING WIDTH 2'-4" (APPLY OVER PLYWOOD)

1616 W INDIANOLA AVE

PHONE (602) 540-7026 (MIN.) (MIN.) NOTE: 2

PHOENIX 85015 M PLYWOOD SHEAR PANEL HEADER 2x STUD 2x4 BLOCKING 12 2x4 BLOCKING CS20 STRAP 7 SCALE: N.T.S. SCALE: N.T.S. " (TYP.) NOTE: 1

WALL AT NEW OPENING

A SECTION A

NOTE 1: FILL ALL NAIL HOLES W/8d DATE PAGE 2x STUDS @ 16" O.C. NOTE 2: FILL EVERY OTHER NAIL HOLE W/ 8d (50% NAILING) 4 7/31/2021 ***** OF ***** SHEARWALL PENETRATION SCALE: N.T.S. City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 Received City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 09/29/2023 ROC Legal

ACCURATE ESTIMATING SERVICES, LLC. SOLID 2x BLK'G. W/(3) 2" ROOF SHEATHING DIA. HOLES SOLID 2x BLK'G. W/(3) 2" ROOF SHEATHING 3-16d TOE NAILEDTO TOP 8d @ 6" O.C. DIA. HOLES PLATE U.N.O. 3-16d TOE NAILEDTO TOP 8d @ 6" O.C. PLATE U.N.O.

ATTIC VENTILATION SEE ROOF FRAMING PITCH = 4/12 OR ARCH. ELEV. FOR ROOF VENTING REQUIREMENTS OVERHANG COND. 380 NEW SEE ROOF FRAMING OR ARCH. TRUSSES - SEE 437/150 2.53 S.F. ELEV. FOR OVERHANG COND. 24" MAX. ROOF FRAMING PLAN 8d @ 6" O.C. 24" GIRDER - SEE ROOF (RAFTER / CEILING JOIST SIMILAR) FRAMING PLAN UPPER VENT: 8d @ 6" O.C. 2x FASCIA W/ (2) 16d MAX. - 12X24 LOUVERED (0.83) = 1.66 2x FASCIA W/ (2) 16d SIMP.HI @ EVERY OTHER TRUSS OR SIMP.HIO-2 OR (2) SIMP. H2.5 @ EACH TRUSS TAIL

E-MAIL: [email redacted] 12' RIDGE VENT .125 SQ FT PER FT 1.5 @ EACH TRUSS TAIL 48" O.C. TO TOP PLATE ALT. SIMP. @ GIRDER TO TOP PLATE X 4 POST (2 2 X 6 POST H2.5 @ EA. TRUSS TO TOP PLATE (2) SIMP. H2.5 OR (2) RSP4 CONTINUOUS DBL SIMP. H2.5 OR RSP4 @ 48" NOTE: AT SCISSOR TRUSS, PROVIDE @ POST TO DBL. TOP PLATE LOWER VENT: TOP PLT. O.C. (TOP & BOTTOM OF #1 AT EACH TRUSS BUILT UP OR SOLID

PHONE: 602-577-5005 1/8 X 12 GLB 10- BIRD BOARD (.07) = .7 EVERY 3RD STUD). NOT ALT. BEAM LOCATION

PHOENIX, AZ 85016 2931 N. 22ND WAY WOOD POST - SEE FRAMING REQ'D @ SHTG. LOCATION -SEE FRAMING PLAN VENT PROVIDED = 3.86 CONTINUOUS DBL TOP PLT. PLAN - U.N.O. ALT. BEAM LOCATION-SEE FOR SIZE 2x STUDS @ 16" O.C. - U.N.O. FRAMING PLAN FOR SIZE 12X12 HOLE IN ROOF CONDITION @ GIRDER TRUSS NOTE: SHEATHING FOR VENTILATION USE SAME ANCHORAGE @ TRUSSES TO BEAM CONNECTION - U.N.O. NOTE: NOTE: ALL SCISSOR TRUSS LOC. ALLOW FOR ALL SCISSOR TRUSS LOC. ALLOW FOR WHERE EAVE OR CORNICE VENTS ARE INSTALLED INSULATION SHALL NOT BLOCK NOTE: FREE HORIZ. MOVEMENT @ ONE SUPPORT FREE HORIZ. MOVEMENT @ ONE SUPPORT THE FREE FLOW OR AIR. A MINIMUM OF 1 INCH SPACE SHALL BE PROVIDED BETWEEN INSTALL NAILS IN HI TO TRUSS INSTALL NAILS IN HIO-2 TO TRUSS USE SAME ANCHORAGE @ GIRDER NEW ROOF TRUSSES BY TRUSS THE INSULATION AND ROOF SHEATING AT THE LOCATION OF THE VENT. AFTER LOADING ROOF W/ ALL MTL.'S AFTER LOADING ROOF W/ ALL MTL.'S TO BEAM CONNECTION - U.N.O. COMPNAY 4/12 PITCH

TRUSS/RAFTER AT WALL (AT BEAM SIM.) 1 FULL SHEAR AT GABLE END 8d @ 6" O.C. CHORD OF TRUSSES @ NOTE: NOTCHED TOP CHORD TO ROOF SHEATHING BRACE LOCATIONS 2x4 x 8'-0" LONG BRACE SECURE VALLEY FLASHING @ MAX 24" O.C. @ 6'-0" O.C. W/ CLIPS FABRICATED OF SIMILAR OR

****************************************

**************************************** BE DESIGNED BY TRUSS (4) 16d NAILS MFG. FOR LOOKOUTS COMPATIBLE MATERIAL. NO PENETRATIONS 2x4 BRACE @ RIDGE WHERE REQ.'D PERMITTED THROUGH VALLEY FLASHING. & 6'-0" O.C. (2) 16d NAILS @ EA.

DESIGN DRAFTER: (2) 10d NAILS @ EA.

MICHAEL GILSON END OF 2x BLKG. TRUSS BOTTOM CHORD

602-577-5005 NOTCH IN TOP CHORD

DESIGNER: OF GABLE TRUSS ONLY GIRDER TRUSS TRUSSES OR CEILING JOIST

FL ALLOWED WHEN GABLE TRUSS BEARS CONT. (8) 8d NAILS -FROM Date: 09/09/21

Date: 09/09/21 ON WALL BELOW STRAP TO BRACE RIDGE VENT ROOFING FELT OVERROOF SHEATHING SIMP. A34 @ 2x4 SEE ROOF FRMG. OR BRACE TO FLAT 8d NAILS @ 6" O.C. GABLE END ARCH. ELEV. FOR TRUSS OVERHANG COND. 2x4 2x4 FLAT LOOKOUT @ 4'-0" O.C. - TYP. 2x4 FLAT LOOKOUT 30%%D MIN. ADD 2x4 CONT. OR TRUSS 4'-0"O.C. W/ 0"-18" O.H. 60%%d MAX. 2'-0"O.C. W/ 18"-24" O.H. (WHERE GABLE TRUSS DOES MAX. OVERHANG IS 24" NOT HAVE WALL BELOW) 16d @ 4" O.C. (DON'T OVERCUT 6" P NOTCH) IN . LA STRUCTURAL GABLE M

CONSTRUCTION CONTRACT. ALL PURCHASED OR INCLUDED IN A ****************************************

**************************************** PICTURES ARE THE PROPERTY

ALL PLANS, DRAWINGS, AND PARTIAL STRUCTURAL GABLE

ACCURATE ESTIMATING GYP. BOARD

SERVICES, LLC. UNTIL (2) 16d NAILS @ 2x4 2x4 x72" TIE @ 6'-0" O.C. W/ END TRUSS NOTCH TOP CHORD FOR 2x4 FLAT LOOKOUT (DON'T REQUIRED CLEARANCE Plan #: 2104847-RPRM

Plan #: 2104847-RPRM BRACE TO BTM. CHORD OF (2) 16d @ EA. TRUSS BTM. CHORD PER ROOF MANUFACTURER GABLE END WALL TRUSS OVERCUT NOTCH) 2x4 BLKG. NAILED TO EA. BRACE W/ (4) INSTRUCTIONS CONT. 2x NAILER 10d NAILS SIMPSON LTP4 @ 48" O.C.& 16d NOTE: MIN. 22" WIDE CORROSION RESISTANT METALFLASHING W/1" T.N. @ 12" O.C.INTO TOP PLATE START BRACE @ 8'-0" FROM MIN. "V" CRIMP DIVERTER

ROOFING PLAN SCALE = 1/4" = 1' NAILS @ 7" O.C. @ GYP. END OF GABLE WALL BOARD TO NAILER SIMP. H2.5 OR RSP4 @ 48" ADD CONT. 2x WHEN BTM. CHORD OF GABLE SIMPSON CS20 STRAP (8) 8d NAILS - O.C. (TOP & BOTTOM OF 1" MAX. END WALL TRUSS HAS A GAP BTWN. BTM. CHORD & FROM STRAP EVERY 3RD STUD). NOT STUDS @ 16" O.C. - U.N.O. TOP PLATE DUE TO SCISSOR TRUSS OR CAMBER TO STUD REQ.'D @ SHTG. LOCATION IN COMMON TRUSS. NAIL BTM. CHORD TO CONT. 2x ALTERNATE METHOD W/ 16d @ 12" O.C. & T.N. CONT. 2x TO TOP PLATE W/ ROOF VALLEY FLASHING GABLE END WALL TRUSS 3 City of Phoenix

City of Phoenix CONTRACTOR GABLE ROOF VENTING 1' FOR EVERY 150' PROVIDE 2x SOLID BLKG.

ROOF FRAMING NOTES BTWN. TRUSS CHORDS IF RIDGE LANDS BETWEEN 3/8" OSB SHEETING BIRD BOARD WITH SCREENED ********************************************************************************************************************************** ********************************************************************************************************************************** 2x4 KICKERS @ 48" O.C. - TYP. 8d NAILS @ SHTG. TO HOLES TRUSS DETAIL BY TRUSS VALLEY PLATE @ 6" O.C. R502.11 WOOD TRUSSES: R502.11.1 DESIGN. ALL CONVENTIONAL FRAMED PORTIONS TO BE CONSTRUCTED PER CURRENT IRC. PLACE PLYWOOD SHEATHING PERPENDICULAR TO JOISTS AND "C" FACE DOWN. STRUCTURAL MEMBERS SHALL NOT MIN. (2) 16d FACE COMPANY WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH APPROVED ENGINEERING PRACTICE. BE CUT FOR PIPES ETC., UNLESS SPECIFICALLY DETAILED. NAILS PER KICKER 30 YEAR DIMENSIONAL SHINGLES THE DESIGN AND MANUFACTURE OF METAL PLATE CONNECTED WOOD TRUSSES SHALL COMPLY HOLDOWNS TO BE INSTALLED IN ACCORDANCE WITH CODE, VERIFY LOCATION OF HOLDOWNS AND TO MATCH EXISTING AS FEASIBLE WITH ANSI/TPI. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED BY A REGISTERED ANCHOR BOLTS WITH ROUGH FRAMING TO ASSURE PROPER ADEQUATE INSTALLATION. (2) 16d T.N. @ BASE PROFESSIONAL WHERE REQUIRED BY THE STATUTES OF THE JURISDICTION IN WHICH THE PROJECT ********************************************************************************************************************************** TO TRUSS TOP CHORD ESR # 1475 ROOF PITCH 4/12 IS TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION R106.1 HOLDOWN ANCHORS, e.g. SIMPSON HDA, CB'S TO BE TIED IN PLACE PRIOR TO CALLING FOR ********************************************************************************************************************************** INSPECTION. 2x6 WOOD OVER FRAMED RAFTERS @ 24" O.C. LB FELT R502.11.2 BRACING. ********************************************************************************************************************************** TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN WOOD POST: ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR THE WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED DRIP EDGE R- 38 BATT INSULATION BUILDING AND ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. IN THE ABSENCE OF SPECIFIC PRESSURE PRESERVATIVE TREATED WOOD OR BE SUPPORTED BY PIERS OR METAL PEDESTALS H2.5A BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE TPI, HIP. PROJECTING 1 INCH ABOVE CONCRETE FLOOR. ********************************************************************************************************************************** ********************************************************************************************************************************** 2 X 6 FACIA HANGERS R502.11.3 ALTERATIONS TO TRUSSES. CONVENTIONALLY FRAMED ROOF: TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, SPLICED OR OTHERWISE PROVIDE 2x SOLID BLOCKING @ BEARING POINTS BETWEEN RAFTERS, NAIL W/ 3-16d TO TOP PLATES (2) 2 X 6 TOP PLATE 1/2 DRYWALL ALTERED IN ANYWAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. & ROOF SHEATHING (UNDER OVER FRAMING) SHALL EXTEND TO ENDS OF RAFTERS OR TRUSSES & NOTE: ALTERATIONS RESULTING IN THE ADDITIONAL LOAD (e.g., HVAC EQUIPMENT, WATER HEATER, ETC.) BE BOUNDARY NAILED. MIN. (2) 2X UNDER EA. END OF HEADERS. 2x CONVENTIONAL OVER- 2x8 CONTINUOUS 1" POLYSTYRENE SAG THAT EXCEEDS THE DESIGN LOAD FOR TRUSSES SHALL NOT BE PERMITTED WITHOUT VERIFICATION ********************************************************************************************************************************** FRAM.'G MAY BE REPLACED RIDGE BOARD BOARD THAT THE TRUSS IS CAPABLE OF SUPPORTING THE ADDITIONAL LOAD. ROOF SHEAR: W/ VALLEY SET TRUSS RESISTANT ********************************************************************************************************************************** USE 15/32 OSB/PLYWOOD W/8d NAILS @ 6" O.C. ALONG PANEL EDGES AND 6" O.C. ALONG PANEL PER TRUSS MANUF. CUT SHEATHING AS R502.11.4 TRUSS DESIGN DRAWINGS. EDGES AND 12" O.C. IN FIELD, NO BLOCKING REQUIRED. USE SIMPSON H2.5 TIES FOR EACH TRUSS/ REQ'D FOR VENTING APPROVED R-19 BATT INSULATION

GOOD JOHN L III/PUSCH-GOOD JANIS TRUSS DESIGN DRAWINGS, PREPARED IN COMPLIANCE WITH SECTION R502.11.1, SHALL BE JOIST TO TOP PLATE CONNECTION. NOTE: PROVIDED TO THE BUILDING OFFICIAL AND APPROVED PRIOR TO THE INSTALLATION. TRUSS DESIGN ********************************************************************************************************************************** VALLEY FILL FRAMING (2) 16d @ EACH LOCATION WHERE WEATHER RESITIVE VALLEY PLATE CROSSES TRUSS DRAWINGS SHALL BE PROVIDED WITH THE SHIPMENT OF TRUSSES DELIVERED TO THE JOB SITE. R602.8 FIRE BLOCKING REQUIRED SPANS OF 8'0" OR LESS BARRIER INSTALL ********************************************************************************************************************************** FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH DO NOT REQUIRE THIS (2) 16d @ RAFTER TO VALLEY PLATE OVER ALL FRAMING

email: [email redacted] ********************************************************************************************************************************** VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND SPECIAL TYPE OF FRAMING

1616 W INDIANOLA AVE X 6 FRAMING 16" O.C.

PHONE (602) 540-7026 FRAMING NOTES: BETWEEN A TOP 2x4 VALLEY PLATES - ALIGN @ FRONT ALL BEAMS TO BE SUPPORTED WITH THE SAME WIDTH FULL BEARING (U.N.O.). STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION NOTE: OF RAFTER & @ HEEL OF RAFTER OR 3/8

PHOENIX 85015 ALL 4X12 AND SMALLER FRAMING MEMBERS TO BE W.C.D.F. #2 OR BETTER IN THE FOLLOWING LOCATIONS. ROOF SHEATHING MAY BE SINGLE 2x10 VALLEY PLATE - ALIGN HARDBOARD ALL 6X MEMBERS TO BE W.C.D.F. #1. OMITTED IN THE LOCATIONS @ FRONT OF RAFTER FRAME OPENINGS W/ (1) TRIMMER STUD & (1) KING STUD, U.N.O. 1. CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND SHOWN FOR VENTILATION SIDING ESR# ********************************************************************************************************************************** PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: 1.1 VERTICALLY AT THE CEILING 2588 ALL RE-SAWN OR ROUGH-SHAWN BEAMS ARE TO BE DELIVERED FREE OF HEART CENTER. TRUSS AND FLOOR LEVELS, 1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 mm). 1/2 ANCHOR BOLTS WITH

M MANUFACTURER TO PROVIDE CALCULATIONS, SHOP DRAWINGS, DETAILS, BRIDGING AND ERECTION ROOF OVERFRAMING 2 X 6 TREATED PLATE WASHERS AND NUTS 48" BRACING (UNO). ********************************************************************************************************************************** 2. AT AL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. O.C. 12" TO EACH CORNER) ALL METAL ANCHORS, FASTENERS AND CONNECTIONS ETC. SPECIFIED ON PLANS SHALL BE FROM IMBEDDED 7" THE SIMPSON COMPANY. 3. IN CONCEALED SPACES BETWEEN STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ********************************************************************************************************************************** ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R311.2.2. ALL SIMPSON HOLDOWNS TO BE FASTENED TO MIN. 2-2X6 POST (U.N.O.). TOP PLATES OF ALL STUD WALLS SHALL BE 2 PIECES OF THE SAME SIZE AS STUDS FACE NAIL W/ 0.131" X 3" NAILS @ 12" O.C.. 4. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, WITH APPROVED MIN 6" 4" 3000 P.S.I. SLAB SPLICES TO LAP A MIN. 4'-0" W/ (12) 0.131" X 3" NAILS EACH SIDE OF SPLICE. MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. ********************************************************************************************************************************** GRADE 4" ABC FILL IF REQUIRED ALL MULTIPLE STUDS TO BE ATTACHED WITH 16d NAILS AT 12" O.C. PROVIDE FURRING AS NEEDED 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1001.16 TO ALIGN NON-BEARING WALLS WITH SHEAR WALLS. ********************************************************************************************************************************** 6. FIREBLOCKING OF CORNICES OF A TWO FAMILY DWELLING IS REQUIRED AT THE LINE OF 18" X 16" #4 REBAR, 3" FROM BOTTOM APPLY SHEAR MATERIALS PRIOR TO FURRING, FROM BOTTOM PLATES TO PLATES WITH NO DWELLING UNIT SEPARATION. FRAME OF FOOTING INTERRUPTIONS. ********************************************************************************************************************************** ********************************************************************************************************************************** RIPPERS FOOTING ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER MANUFACTURER'S RECOMMENDATION (AT ROOF JOISTS/ TRUSSES) WHERE RIPPERS ARE ATTACHED TO TOP OF ROOF JOISTS (i.e. TO #4 REBAR, 3" FROM BOTTOM U.N.O. RECOMMEND RAMSET AT 48" O.C. AT NON-SHEAR WALLS. OBTAIN SLOPE FOR DRAINAGE), THE RIPPERS SHALL BE NAILED TO THE JOISTS WITH 16d AT 24" O.C. OF FOOTING ********************************************************************************************************************************** PROVIDE 2X6 STUDS AT 16" O.C. FOR ALL PLUMBING WALLS ROUGH FRAMING TO ASSURE PROPER AND ADEQUATE INSTALLATION. ONE - 4X POST MAY BE USED INSTEAD OF TWO -2X STUDS. WHEN THE RIPPERS BECOME MORE THAN 1-1/2" DEEP 3" X 3" X 1/2" (MINIMUM PLYWOOD WOOD CLEATS SHALL BE NAILED TO THE SIDES 48" O.C. (MINIMUM STAGGERED BETWEEN SIDES. EACH CLEAT SHALL BE SECURED WITH 4-6d (MINIMUM), 2 INTO THE JOIST AND 2 INTO THE RIPPER ********************************************************************************************************************************** 2 X 6 FRAME HARDBOARD - DATE PAGE 2X4 STUDS, STUD GRADE AT 16" O.C. FOR ALL INTERIOR WALLS. 2X6 STUDS AT 16" O.C. AT ALL PLUMBING WALLS. AND 48" O.C. AT NON-SHEAR WALLS. SECTION DETAIL TRUSS 7/31/2021 ***** OF ***** **********************************************************************************************************************************

City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 Received City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 09/29/2023 ROC Legal

ACCURATE ESTIMATING SERVICES, LLC. WEATHER RESISTIVE BARRIER

2'-3 1/2"

E-MAIL: [email redacted] 1'-3 3/4" ROOF PITCH 4/12 GAF DIMENSIONAL SHINGLES ESR 1475 Highest Ridge

PHONE: 602-577-5005 PHOENIX, AZ 85016 2931 N. 22ND WAY 12'-11.01" HARD BOARD AND 3/8

3/4" Header 10'-7.60"

2'-6 1/2"

2'-6 1/2" Highest Rough Ceiling

1'-2 1/2"

1'-2 1/2" 8'-1.00" NOTE: 1/4"

NEW TANK LESS Header PROVIDE A WEATHER RESISTIVE BARRIER. (ICC ESR 1607) GAS HWH 6'-10.50" Caged Lantern

3/8 HARDBOARD 8'-0 3/4"

6'-10 1/2"

6'-10 1/2" NEW 200 Amp 8'-1"

Meter/Box SIDING ESR # 2588 TRUWOOD HARDBOARD SIDING # 2588 Outdoor Compressor Unit GFCI WP FINISH FLOOR 0'-0.00" 4"

****************************************

**************************************** DESIGN DRAFTER: MICHAEL GILSON 602-577-5005 DESIGNER: WEST ELEVATION SCALE = 1/4" = 1'

FL CASEMENT WP Date: 09/09/21

Date: 09/09/21 NEW 200 Amp Meter/Box 2'-3 1/2"

1'-3 3/4"

Outdoor Compressor Unit TEMP

Highest Ridge er 12'-11.01" 1/4"

CONSTRUCTION CONTRACT. ALL PURCHASED OR INCLUDED IN A ****************************************

**************************************** PICTURES ARE THE PROPERTY 1/2"

ACCURATE ESTIMATING SERVICES, LLC. UNTIL 2'-6 1/2"9 2

10'-7.60" 1'-4" 2'-6 1/2" Plan #: 2104847-RPRM

Plan #: 2104847-RPRM Highest Rough Ceiling NORTH ELEVATION SCALE = 1/4" = 1' 1/4" 1'-3 3/4"

8'-1.00" Header 6'-9.00" 6'-9"

6'-9"

FINISH FLOOR 0'-0.00" City of Phoenix

City of Phoenix CONTRACTOR SOUTH ELEVATION SCALE = 1/4" = 1'

STEP 1 STEP 2 STEP 3 STEP 4

HEADER 4 HEADER C " 2" MIN. OVERLAP WINDOW WINDOW ROUGH-IN ROUGH-IN OPENING OPENING B

SILL SILL

A 8" 1"

ATTACH SILL STRIP WITH TOP EDGE LEVEL WITH ATTACH JAMB STRIPS WITH SIDE EDGE EVEN INSTALL WINDOW INTO ROUGH OPENING WITH COMMENCING AT THE BOTTOM PLATE OF THE WALL,

GOOD JOHN L III/PUSCH-GOOD JANIS ROUGH SILL; EXTEND BEYOND EDGE OF ROUGH WITH ROUGH-JAMB FRAMING. START STRIP 1" SILL AND JAMB FLANGES OVER PREVIOUSLY LAY BUILDING PAPER UNDER SILL STRIP. CUT ANY OPENING AT LEAST 8". SECURE ALL BUILDING PAPER BELOW EDGE OF SILL STRIP AND EXTEND 4" INSTALLED FLASHING. ATTACH HEAD FLASHING EXCESS BUILDING PAPER THAT MAY EXTEND ABOVE OR SIMILAR APPROVED FLASHING MATERIAL WITH ABOVE LOWER EDGE OF LINTEL. OVER THE WINDOW FLANGE. THE SILL FLANGE LINE ON EACH SIDE OF OPENING GALVANIZED NAILS OR POWER DRIVEN STAPLES. (SHOWN AS DASHED LINE). DO NOT CUT BUILDING

email: [email redacted] PAPER HORIZONTALLY SO THE PAPER WILL OVER LAP

1616 W INDIANOLA AVE THE JAMB STRIPS. INSTALL SUCCESSIVE LINES OF

PHONE (602) 540-7026 BUILDING PAPER (B,C,D etc.) OVER JAMB AND HEAD WINDOW FLASHING DETAIL FLANGES, LAPPING EACH COURSE.

PHOENIX 85015 M DATE PAGE 7/31/2021 ***** OF *****

City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 Received City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 09/29/2023 ROC Legal

ACCURATE ESTIMATING SERVICES, LLC. EXISTING 5 TON SPLIT

ELECTRICAL NOTES BEDROOM CARPET UP ************************************************************************************** ALL UNDEDICATED RECEPTACLES LOCATED IN GARAGES SHALL BE ELECTRICAL LEGEND GFCI PROTECTED PER E 3902.2

SECTION - 2018 IRC, SECTION E3902.16 – ARC-FAULT CIRCUIT BEDROOM TILE INTERRUPTER PROTECTION – BRANCH CIRCUITS THAT SUPPLY 120- SD SYMBOL DESCRIPTION VOLT, SINGLE PHASE, 15-AND 20-AMPERE OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS,

E-MAIL: [email redacted] PARLORS, LIBRARIES, DENS, BEDROOMS, SUN-ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR METER SOCKET ROOMS OR AREAS SHALL BE PROTECTED BY ANY MEANS CONTAINED IN THIS SECTION.

PHONE: 602-577-5005 PHOENIX, AZ 85016 2931 N. 22ND WAY LIGHT FIXTURES IN CLOTHES CLOSETS ARE REQUIRED TO HAVE A PANEL BOX MINIMUM CLEARANCE FROM STORAGE SPACES AND BE COMPLETELY ENCLOSED LIGHT SOURCES AS INDICATED IN E4003.12 PORCH GFCI WP SMOKE DETECTORS SHALL BE HARD WIRED AND INTERCONNECTED CO/SD IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL WP CEILING FAN ACTIVATE ALL ALARMS AND HAVE BATTERY BACKUP PER R314.4.1, FAMILY 314.6. DISTANCES FROM DETECTORS AND AIR DEVICES/FANS SHALL COMPLY WITH MANUFACTURER'S LISTINGS AND NOT LESS THAN 36" 4 MIN. AWAY FOR REMODEL/ADDITIONS INSTALL SMOKE DETECTORS AFCI WHERE REQUIRED PER R314.3. IN NEW AND EXISTING AREAS AFCI BATH GFCI SHOWER FLUORESCENT LIGHT FIXTURE ALL FIXTURES THAT ARE LOCATED OUTSIDE OR IN DAMP OR WET GFCI LOCATIONS SHALL BE "LISTED" TO BE SUITABLE FOR SUCH LOCATION PER E4003.9

CEILING LIGHT FIXTURE CEILING FANS NOT EXCEEDING 35 POUNDS (WITH OR WITHOUT SD ACCESSORIES) BY OUTLET BOXES PROVIDED THE BOXES ARE IDENTIFIED FOR SUCH USE PER E3905.8 AFCI R R R WP RECESSED LIGHT FIXTURE RECESSED INCANDESCENT LIGHTS SHALL MAINTAIN A 3" WP CLEARANCE TO INSULATION OR BE LISTED TO HAVE INSULATION IN SD EAVE LIGHT FIXTURE DIRECT CONTACT WITH THE FIXTURE PER E4004.9. CO/SD R4 BEDROOM CARPET RECESSED CANS TO BE BE SEALED OR HAVE GASKET R4 R4 R4 R4 WP A MINIMUM OF TWO 20-AMPERE-RATED BRANCH CIRCUITS FOR EXTERIOR COACH LIGHT RECEPTACLES LOCATED IN THE KITCHEN, PANTRY, BREAKFAST,

****************************************

**************************************** AFCI AFCI 4 AND DINING AREAS, A SEPARATE 20-AMPERE-RATED BRANCH AFCI CIRCUIT TO THE LAUNDRY, AND A SEPARATE 20-AMPERE-RATED

DESIGN DRAFTER: FOR BATHROOM RECEPTACLE(s). PER E3603. BATHROOM

MICHAEL GILSON CHANDILIER LIGHT FIXTURE

602-577-5005 RECEPTACLE OUTLETS SHALL BE GFCI PROTECTED AND HAVE NO

DESIGNER: WP 4 OTHER OUTLETS ON THE CIRCUIT. THE TWO OR MORE 20-AMPERE SMALL APPLIANCE BRANCH CIRCUITS SHALL HAVE NO OTHER

FL EXHAUST FAN-VENT FANS TO EXHAUST TO EXTERIOR-VENT FANS OUTLETS, EXCEPT THE RECEPTACLE INSTALLED SOLELY FOR ELECTRICAL SUPPLY TO AN ELECTRICAL CLOCK IN THE KITCHEN/ Date: 09/09/21

NEAR SHOWERS TO BE ON TIMER

Date: 09/09/21 DINING/BREAKFAST AREAS OR RECEPTACLES FOR SUPPLEMENTAL R4 SINGLE POLE SWITCH EQUIPMENT AND LIGHTING FOR GAS-FIRED RANGES, OVENS, OR R4 R4 COUNTER-MOUNTED UNITS. CLOSET

DM DIMMER SWITCH A 200, 300 OR 400 AMPERE SERVICE SHALL BE PROVIDED WITH A CARPET UFER GROUNDING ELECTRODE OF NOT LESS THAN 20 FEET OF #4 BARE COPPER CONDUCTOR PER E3608.1.2 OR OTHER APPROVED

WP AFCI AFCI OUTDOOR SWITCH GROUNDING METHOD SPECIFIED IN E3608.

PROVIDE BONDING TO THE WATER AND GAS PIPING SYSTEMS PER DUPLEX RECEPTACLE E3609. A 200-AMP SERVICE REQUIRES #4 BOND, 400-AMP SERVICE

CONSTRUCTION CONTRACT. ALL PURCHASED OR INCLUDED IN A ****************************************

**************************************** PICTURES ARE THE PROPERTY REQUIRES #1/0 BOND.

ACCURATE ESTIMATING GROUND FAULT CURRENT

SERVICES, LLC. UNTIL GFCI PROVIDE A SWITCH CONTROLLED LIGHT AT STORAGE OR INTERUPTER EQUIPMENT ROOMS PER E3903.4. Plan #: 2104847-RPRM

Plan #: 2104847-RPRM ELECTRICAL PLAN SCALE = 1/4" = 1' ARC FAULT CURRENT AFCI RECEPTACLE OUTLETS FOR RANGES AND CLOTHES DRYERS SHALL INTERUPTER BE A 3-POLE W/ GROUND TYPE. FOUR-WIRE, GROUNDING-TYPE RECEPTACLE W/ FLEXIBLE CORDS WILL BE REQUIRED FOR CONNECTION OF RANGES WP WEATHERPROOF COVER AND CLOTHES DRYERS. THE BONDING JUMPER SHALL NOT BE CONNECTED BETWEEN THE NEUTRAL TERMINAL AND THE FRAME OF LIVING AREA 220V RECEPTACLE THE APPLIANCE. (DISC) (DISCONNECT WHEN INDICATED) SUB-SERVICE PANELBOARDS SUPPLYING OR INTENDED TO SUPPLY POOL EQUIPMENT SHALL BE GROUNDED BY AN INSULATED TELEPHONE JACK EQUIPMENT GROUNDING CONDUCTOR INSTALLED WITH THE

ONE LINE DIAGRAM TV TELEVISION JACK FEEDERS.

ALL METAL PIPING SYSTEMS, METAL PARTS OF ELECTRICAL RESIDENTIAL LOAD CALCULATIONS NEW 200 AMP EQUIPMENT, AND PUMP MOTORS ASSOCIATED WITH THE HYDRO- MASSAGE TUB SHALL BE BONDED TOGETHER USING A COPPER DOOR BELL BONDING JUMPER, INSULATED, COVERED, OR BARE, NOT SMALLER 200 AMP SES / PANEL____________________ THAN NO. 8 SOLID. METAL PARTS OF LISTED EQUIPMENT 1,942 ____ ______SF X 3 VA/SF __________SMALL APPLIANCE CIRCUITS ( MIN 2) @ 5,826 VA = _______ 3,000 1500 VA = _______ SERVICE T THERMOSTAT INCORPORATING AN APPROVED SYSTEM OF DOUBLE INSULATION AND PROVIDING A MEANS FOR GROUNDING INTERNAL NON- ACCESSIBLE, NON-CURRENT-CARRYING METAL PARTS SHALL NOT __________LAUNDRY CIRCUIT @ 1,500 1500 VA = _______ SD SMOKE DETECTOR BE BONDED. City of Phoenix

City of Phoenix __________DISHWASHER/DISP. @ 1,500 1500 VA = _______ PROVIDE GFCI PROTECTION FOR RECEPTACLE OUTLETS AT THE __________RANGE/OVEN @ 12000 12000 VA = _______

CONTRACTOR S.E.S.-200 AMP G GARAGE DOOR OPENER FOLLOWING LOCATIONS: BATHROOMS, GARAGES, WORK AREAS, __________WATER HEATER @ 5000 VA = __0_____ STORAGE, OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS, __________DRYER @ 5,000 5000 VA = _______ 120/240v 1Ø-3W KITCHEN COUNTERTOPS, WITHIN 6 FEET OF ANY SINK, BASIN, PANEL BOARD SCHEDULE 1 1,500 1500 VA = _______ M LAVATORY, OR SIMILAR WATER RECEPTOR, HYDRO-MASSAGE OR __________MICROWAVE @ NEMA 3R BRACED JETTED BATHTUBS, POOLS & SPAS. __________BATH @ 4,500 1500 VA = _______ 200 AMP SERVICE 1 __________FORCED AIR UNIT @ 1,500 1500 VA = _______ FOR 22,000 AIC PROVIDE A WALL MOUNTED GFCI PROTECTED RECEPTACLE OUTLET WITHIN 36" OF A BATHROOM OR POWDER ROOM LAVATORY. __________FRIDGE_______________________ 1500 1500 VA = ___ ____ 1. A/C 1 2 2 RANGE 2. _________________________________ VA = _______ RECEPTACLE OUTLETS SHALL BE INSTALLED SO THAT NO POINT 3. A/C 1 40 50 RANGE 4. _________________________________ = _______ ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET,

6. SUB TOTAL: 37826 5. A/H 1 2 2 DRYER 8. 200 AMP FOR 7. A/H 1 20 30 DRYER 10,000 AMPS 9. DW & DSP 1 20 W.H. 10. FIRST 10,000 VA @ 100% = ______10,000 _________ 11. 1 20 12. 27826 REMAINING _____________ VA @ 40% = ______11,131 _________ KITCHEN W.H. (1) 4 C.U. COLD 13. KITCHEN 1 20 1 15 BEDROOM LIGHTING 14. (1) A/C @ 100% (6000 EA.) 6,000 = _______________ POOL PANEL/ EQUIPMENT (5000) 0 VA = _______ WATER BOND 15. WASHER 20 1 15 LIVING ROOM LIGHTING 16. TOTAL VOLT AMPS TOTAL VOLTS = ___27,131 ____ 17. BATHRM GFI 1 15 NEW ROOM LIGHTING 18. TOTAL AMPS ( TOTAL VA / 240 VOLTS ) 113 TOTAL AMPS = _______ 19. FRIDGE 1 1 BEDROOM OUTLETS 20 20. (1) #4 X 20' C.U. UFER 21. MICROWAVE 20 1 20 LIVING ROOM OUTLETS 22. SMOKE DETECTORS 1 1 OR (2) GROUND RODS 23. 15 20 NEW ROOM A/F OUTLETS 24. EXTERIOR LIGHTING 1 15 1 26. SET AT A MIN. 6'-0" APART 25. 20 EXTERIOR/GARAGE GFI NOTE: 27. SPARE SPARE 28. PROVIDE INTERCONNECTED SMOKE ALARMS IN EACH 29. SPARE SPARE 30. SLEEPING ROOM, OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND ON TAMPER RESISTANT RECEPTACLES REQUIRED ON ALL 31. SPARE SPARE 32. EACH ADDITIONAL STORY OF THE DWELLING. NEW OUTLETS WERE APPLICABLE PER THE FOLLOWING

GOOD JOHN L III/PUSCH-GOOD JANIS 33. SPARE SPARE 34. 35. SPARE SPARE 36. UPDATE EXISTING DWELLING WITH SMOKE DETECTORS CODE- RECEPTABLES IN EVERY ROOM PER E3901.1 EXCEPT AS NOTED ABOVE THE FOLLOWING LOCATIONS SHALL BE REQUIRED TO

email: [email redacted] 1616 W INDIANOLA AVE

PHONE (602) 540-7026 SECTION - 2018 IRC, SECTION E3902.16 ARC-FAULT TAMPER RESISTANT: PER N1104- A MINIMUM OF 90 PERCENT

PHOENIX 85015 CIRCUIT INTERRUPTER PROTECTION BRANCH CIRCUITS 1. RECEPTACLES LOCATED MORE THAN 5 AND A HALF FEET THAT SUPPLY 120-VOLT, SINGLE PHASE, 15-AND 20- AMPERE OUTLETS INSTALLED IN KITCHENS, FAMILY OF THE LAMPS IN PERMANENTLY ABOCE THE FLOOR INSTALLED LIGHTING FIXTURES SHALL 2. RECEPTACLES THAT ARE PART OF A LIMINAIRE OR

M ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN-ROOMS, RECREATION APPLIANCE BE HIGH-EFFICACY LAMPS OR A 3. A SINGLE RECEP6TACLE FOR A SINGLE APPLIANCE OR A MINIMUM OF 90 PERCENT OF THE DUPLEX RECEPTACLE FOR TWO APPLIANCES WHERE SUCH PERMANENTLY INSTALLED LIGHTING RECEPTACLES ARE LOCATED IN IN SPACES DEDICATED FIXTURES SHALL CONTAIN ONLY HIGH- FOR THE APPLIANCES SERVED AND UNDER CONDITIONS OF NORMAL USE, THE APPLIANCES ARE NOT EASILY MOVED EFFICACY LAMPS FROM ONE PLACE TO ANOTHER.

DATE PAGE 7/31/2021 ***** OF *****

City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 Received City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 09/29/2023 ROC Legal

ACCURATE ESTIMATING SERVICES, LLC. 1616 E. INDIANOLA AVE GAS

GA S GAS " 5/16 GAS 14'-4

E-MAIL: [email redacted] GA TANKLESS

S HWH

S GA '-1

PHONE: 602-577-5005

PHOENIX, AZ 85016 2931 N. 22ND WAY /2" GA S 1.4

GA S 1 10.8 AIR HANDLER

5 18'-5"

2.5

PLUMBING PLAN SCALE = 1/8"=1'

****************************************

**************************************** DESIGN DRAFTER: MICHAEL GILSON 602-577-5005 SHOWER NOTES:

DESIGNER:

FL Date: 09/09/21

Date: 09/09/21 1. R307.2 & R702.3.8 SHOWER COMPARTMENTS REQUIRE A NON ABSORBENT FINISH TO 6' A.F.F. 19.7 IF ANOTHER NON ABSORBENT FINISH IS USED THAN CERAMIC WEEP HOLES (SEEPAGE OPENING) TILE, THE WATER RESISTANT GYPSUM BACKING SHALL BE IN SHOWER FINISHED FLOOR COMPLIANCE WITH ASTM C1396, C1178, OR C1278 WITH EDGES 63 SEALED PER PER MANUFACTURER. 66 2.R307.2 & R702.4.2 SHOWER COMPARMENTS REQUIRE A NON

CONSTRUCTION CONTRACT. ALL PURCHASED OR INCLUDED IN A ****************************************

**************************************** PICTURES ARE THE PROPERTY

ALL PLANS, DRAWINGS, AND ABSORBENT FINISH 2' A.F.F. WHEN CERAMIC TILE IS USED AT THE 6

ACCURATE ESTIMATING SERVICES, LLC. UNTIL CLAMPING RING TO SHOWER COMPARTMENT OR TUB, THE BACKING SHALL BE Plan #: 2104847-RPRM

Plan #: 2104847-RPRM SECURE SHOWER LINING PARTITION CEMENT OR IN COMPLIANCE WITH ASTM C1288 FOR THE FIBER SHOWER LINING 2" ABOVE CEMENT, C1325 FOR FIBER MATT CEMENT BOARDS, C1178 FOR FINISHED THRESHOLD GLASS MATT GYPSUM BACKING BOARD, OR C1278 FOR FIBER LINING MATERIAL SHALL EXTEND REINFORCED GYPSUM. ALL EDGES SEALED PER MANUFACTURE 1/4"

CURB NOT LESS THAN 2" BEYOND OR AROUND THE ROUGH JAMBS

SHOWER LINING NOTE: IF USING A SHEET APPLIED LOAD BEARING, PRE-MANUFACTURED BONDED WATERPROOF SHOWER PAN, OMIT THIS MEMBRANES SHALL BE APPLIED DETAIL IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. INCH WATER TEST FOR INSPECTION City of Phoenix

City of Phoenix CONTRACTOR SHOWER PAN & LINING CONNECTION

SCALE: N.T.S.

PLUMBING NOTES: 1. PLUMBING FIXTURES SHALL BE AS FOLLOWS: A. WATER CLOSETS - 1.28 GAL. PER FLUSH MAX. B. ALL SHOWER HEADS SHALL BE EQUIPPED W/ FLOW CONTROL DEVICES TO LIMIT TOTAL FLOW TO 2. G.P.M. PROVIDE PRESSURE BALANCED VALVES AT SHOWERS AND TUBS. C. LAVATORY SINK FAUCETS - 1.5 G.P.M. MAX. 1 1/2 VTR TOTAL DEVELOPED LENGTH 64 L.F. @ 259,000 BTU D. SINK FAUCETS - 2.2 G.P.M. 2. ALL DISHWASHERS TO HAVE AIR GAPS INSTALLED 3. WATER HEATERS SHALL BE CERTIFIED BY THE MFR. AND INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES. 3A. WATER HEATER TEMPERATURE AND PRESSURE RELIEF DRAIN SHALL TERMINATE NO MORE THAN 2'-0" NOR LESS THAN 6" ABOVE THE GROUND. 4. FAUCETS AND DIVERTERS SHALL BE CONNECTED TO THE WATER DISTRIBUTION SYSTEM SO THAT HOT WATER CORRESPONDS TO THE LEFT SIDE OF 2" VTR SINK THE FITTINGS. 5. PROVIDE WATER HEATER W/ TEMP/PRESSURE RELIEF VALVE AND APP'D 15'

GOOD JOHN L III/PUSCH-GOOD JANIS DIPTUBE. DRAIN LINE TO BE FULL SIZE STEEL PIPE OR HARD DRAWN COPPER TUBING EXTENDING TO THE EXTERIOR OF BLDG. AND TERMINATING IN A DOWNWARD 1 1/2 VTR 1" 3/4" 19' 2" C/O POSITION NOT MORE THAN THAN 6" ABOVE GROUND. THE T&P RELIEF LINE SHALL 1" 3/4"

email: [email redacted] NOT TERMINATE OVER WALKWAYS, PATIO'S, CARPORTS OR OTHER SIMILAR AREAS.

1616 W INDIANOLA AVE 8'

PHONE (602) 540-7026 6. ALL WATER PIPES TO BE COPPER TYPE "L" UNDER FLOOR W/ NO JOINTS, E LIN C.P.V.C. ABOVE SLAB. 8'

PHOENIX 85015 7. ALL EXTERIOR SEWER PIPE SHALL BE SCHEDULE 40 PVC DWV. TOILET 2" 8. WATER CLOSETS SHALL BE A MIN. OF 15" FROM ANY VERTICAL SIDE TUB/SHOWER SURFACES TO CENTERLINE OF WATER CLOSET. 1" 9. ALL HOSE BIBS SHALL HAVE A FLANGE FOR ANCHORING TO WALL SURFACE. 2" C/O 5' 8'

M DO NOT DEPEND ON ANCHORING ON COPPER PIPE. 10. SHOWERS AND TUB-SHOWER COMBINATIONS SHALL BE PROVIDED WITH 1/4" TEE INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THERMOSTATIC E MIXING VALVE TYPE. " LIN 3/4" 11. PLUMBING MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH GAS METER THE UNIFORM PLUMBING CODE AND ALL APPLICABLE CITY ORDINANCES. NEW TANK LESS HWH 199.000 BTU 12. DRAIN, WASTE, AND VENT PIPE SHALL BE PLASTIC, ABS, OR PVC DOUBLE E SCHEDULE 40. 3" LIN GAS RANGE 60,000 BTU 13. THE PLUMBING ISOMETRIC IS FOR PIPE SIZE AND CLEAN OUT LOCATION CLEANOUTS ONLY. 14. SOLDERS AND FLUX HAVING A LEAD CONTENT IN EXCESS OF TWO TENTHS OF ONE PERCENT SHALL NOT BE USED IN THE INSTALLATION OR REPAIR OF ANY PLUMBING PROVIDING WATER FOR HUMAN CONSUMPTION WHICH ARE CONNECTED TO PUBLIC WATER SYSTEMS.

PLUMBING ISO NTS GAS ISO NTS SCH 40 BLK PIPE DATE PAGE 7/31/2021 ***** OF *****

City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 Received City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 09/29/2023 ROC Legal

MECHANICAL NOTES

ACCURATE ESTIMATING PROGRAMMABLE THERMOSTAT (N1103.1.1)

SERVICES, LLC. THE THERMOSTAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING A COOLING SYSTEM OF A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES A OF THE DAY. THIS THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES OF NOT LESS THAN 55 DEGREES F TO NOT GREATER THAN 85

E-MAIL: [email redacted] EXISTING 5 TON DEGREE F. THE THERMOSTAT SHALL BE GROUND PROGRAMMED INITIALLY BY THE MANUFACTURER

PHONE: 602-577-5005 MOUNT WITH A HEATING TEMPERATURE SET POINT OF NOT

PHOENIX, AZ 85016 2931 N. 22ND WAY CONDENSER GREATER THAN 70 DEGREE F AND A COOLING TEMPERATURE SET POINT OF NOT LESS THAN 78 DEGREE F.

DUCT INSULATION (N1103.3.1) SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A AN R VALUE OF NOT LESS THAN R8 FOR DUCTS 3 INCHES IN DIAMETER AND LARGER AND NOT LESS THAN R6 FOR DUCTS SMALLER THAN INCHES. EXCEPTION: DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE.

DUCT TESTING (N1103.3.3) DUCTS SHALL BE PRESSURE TESTED TO EXISTING AIR HANDLER FOR DETERMINE AIR LEAKAGE BY ONE OF THE VF FOLLOWING METHODS. 1.) ROUGH IN TEST: TOTAL EXISTING 5 TON UNIT VF LEAKAGE SHALL BE MEASURED WITH A PRESSURE

****************************************

**************************************** DIFFERENTIAL OF 0.1 INCH W.G. (25 PA) ACROSS THE

DESIGN DRAFTER: SYSTEM, INCLUDING THE MANUFACTURERS AIR

MICHAEL GILSON 602-577-5005 DESIGNER: EXISTING HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. REGISTERS SHALL BE TAPED OR

FL AIR RETURN OTHERWISE SEALED DURING THE TEST.2.) POST Date: 09/09/21

Date: 09/09/21 CONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE NEW REGISTERS MEASURED WITH A PRESSURE DIFFENENTIAL OF 0.1 ALL DUCTS TO INCH W.G. (25 PA) ACROSS THE ENTIRE SYSTEM, BE R8 INCLUDING THE MANUFACTURERS AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR NEW A/R RETURN OTHERWISE SEALED DURING THE TEST

CONSTRUCTION CONTRACT. ALL PURCHASED OR INCLUDED IN A ****************************************

**************************************** PICTURES ARE THE PROPERTY

ACCURATE ESTIMATING SERVICES, LLC. UNTIL HOUSE MECHANICAL VENTILATION SYSTEM Plan #: 2104847-RPRM

Plan #: 2104847-RPRM SHALL BE PROVIDED WITH CONTROLS THAT TO BE SIZED BY LICENSED HVAC MECHANICAL PLAN SCALE ENABLE MANUAL OVERRIDE

CONTRACTOR = 1/4" = 1' M1507.3.3 MECHANICAL VENTILATION RATE. THE WHOLE-HOUSE VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED IN ACCORDANCE WITH TABLE M1507.3.3 (1) City of Phoenix

City of Phoenix CONTRACTOR MECHANICAL SCREEN NOTE ALL GROUND MOUNT CONDENSING SLOPED ROOF CAP UNITS AND ANY OTHER GROUND MOUNT MECHANICAL EQUIPMENT SHALL BE SCREENED WITH 4' HIGH STUCCO MASONRY WALLS TREATED ROOF COVER BOTH SIDES. MINIMUM HEIGHT 1' ABOVE UNIT

X 10 DUCT

SHEATHING MECHANICAL NOTES ************************************************************************************ TRANSITION AS REQUIRED - CLOSE DRYER, BATHROOM VENTING SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH A BACK DRAFT DAMPER. - FURNACE AND WATER HEATER FLUES SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING. - A HEATING SYSTEM SHALL BE PROVIDED CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70* F AT A POINT 3' EXHAUST FAN ABOVE THE FLOOR IN ALL HABITABLE ROOMS. - HEAT DUCTING SHALL BE SECURED, SEALED AND INSULATED. - ANY APPLIANCE GENERATING A GLOW, SPARK, OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED 18" ABOVE THE FLOOR. - ALL GLAZING MUST HAVE A SOLAR HEAT GAIN COEFFICIENT OF 0.40 OR LESS. AIR LEAKAGE: JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS, IN THE BUILDING ENVELOPE THAT ARE

GOOD JOHN L III/PUSCH-GOOD JANIS CEILING GRILLE SOURCES OF AIR LEAKAGE SHALL BE SEALED. RECESSED LIGHTS ARE TO TYPE IC, OR IF NON-IC, INSTALLED INSIDE AN AIR- TIGHT ASSEMBLY. CEILING EXHUAST FAN DETAIL NTS

email: [email redacted] - DUCT INSTALLATION: ALL JOINTS AND SEAMS SHALL BE SEALED

1616 W INDIANOLA AVE WITH WELDS, MASTICS OR GASKETS OR APPROVED TAPES.

PHONE (602) 540-7026 DUCT TAPE IS NOT PERMITTED.- HVAC SYSTEMS MUST PROVIDE A MEANS FOR BALANCING AIR AND WATER.

PHOENIX 85015 - TEMPERATURE CONTROLS: A MANUAL OR AUTOMATIC MEANS TO PARTIALLY RESTRICT OR SHUT OFF HEATING AND/OR COOLING INPUT TO EACH ZONE OR FLOOR IS TO BE SYSTEM. - CONDENSATE LINES: CONDENSATE DRAIN LINES ARE TO BE

M APPROVED, WITH A MINIMUM SIZE OF 3/4" I.D. - OCCUR DUE TO CONDENSATE OVERFLOW FROM DRAIN PANS OR STOPPAGE IN CONDENSATE PIPING, AN AUXILIARY OR SECONDARY DRAIN SYSTEM MUST BE PROVIDED IN ACCORDANCE WITH M1411.3.1. PLASTIC CONDENSATE PIPING MUST BE PAINTER IF EXPOSED TO SUN LIGHT. SHOW LOCATIONS OF TERMINATION POINTS FOR DRAIN LINES. - DRYER VENTS: CLOTHES DRYERS ARE TO BE PROVIDED WITH AN EXHAUST CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. WHERE DOMESTIC KITCHEN COOKING APPLIANCES ARE EQUIPPED WITH DUCTED RANGE HOODS OR DOWN-DRAFT EXHAUST SYSTEMS, FANS SHALL BE SIZED TO PROVIDE 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS VENTILATION RATES. MECHANICAL CONTRACTOR TO COORDINATE LOCATION OF MECHANICAL DUCT WORK WITH ELECTRICAL CONTRACTOR, TO AVOID CONFLICT WITH RECESSED OUTLETS AND FIXTURES. HVAC SYSTEM TO BE PERMANENTLY IDENTIFY PHYSICALLY MARKED AND TAGGED.

DATE PAGE 5/20/2021 ***** OF *****

City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 Received City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 09/29/2023 ROC Legal

ACCURATE ESTIMATING SERVICES, LLC. G E N E RAL S TRU C TU RAL N O TE S

GENERAL STRUCTURAL: WOOD TRUSSES: FRAME CONSTRUCTION: NAILING SCHEDULE: WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, ALL TRUSSES SHALL BE A CITY OR COUNTY APPROVED FABRICATOR (WHICH EVER HAS A. THE LATERAL LOAD RESISTANCE SYSTEM OF THIS BUILDING RELIES ON JURISDICTION) AND TO BE AGENCY STAMPED TO CONFORM TO CURRENTLY ADOPTED ROOF SHEATHING, FLOOR SHEATHING (FOR TWO STORY HOMES), AND TABLE R602.3(1) SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DATED 2018. TRUSS MANUFACTURER SHALL PROVIDE SHOP DRAWINGS COMPLETE WITH EXTERIOR SHEATHING AS IDENTIFIED ON THE SHEAR WALL PLAN. IT IS CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED STRESS ANALYSIS AND PLACING DRAWINGS. ALL TRUSSES SHALL BE DESIGNED TO SOLELY THE RESPONSIBILITY OF THE FRAMING CONTRACTOR TO PROVIDE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD (PER SQUARE SUPPORT DEAD, LIVE AND LATERAL LOADS.ANY ADDITIONAL LOADS RESULTING FROM ADEQUATE TEMPORARY LATERAL BRACING. THE TEMPORARY BRACING FASTENER a,b,c,d SPACING OF FASTENERS

E-MAIL: [email redacted] FOOT) SHOWN BELOW. MECHANICAL EQUIPMENT, PIPING OR ARCHITECTURAL FEATURES WHICH MUST BE SHALL BE MAINTAINED UNTIL THE PERMANENT LATERAL LOAD RESISTANCE Joist to sill or girder, toe nail 3-8d Z92 1/2"X 0.113") -- NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL SUPPORTED BY THE TRUSSES SHALL BE INCORPORATED INTO THE DESIGN. TRUSS SYSTEM IS FULLY INSTALLED AND FASTENED AS SCHEDULED. CALCULATIONS SHALL CLEARLY INDICATE ALL DESIGN LOADING CONDITIONS. 1"X 6" subfloor or less to each joist, face nail 2-8d (2 1/2"X 0.113") STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, B. WALL STUDS SHALL BE 2x4's SPACED 16" O.C TYPICAL EXCEPT THAT 2 staples, 1 3/4" CALCULATIONS SHALL BE STAMPED BY ENGINEER REGISTERED IN THE CONTRACTOR CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT AND

PHONE: 602-577-5005 AND TRUSS FABRICATOR. (PER TPI-85) INTERIOR NON-SHEAR AND NONBEARING STUDS MAY BE SPACED 24" O.C.

PHOENIX, AZ 85016 2" subfloor to joist or girder, blind and face nail 2-16d (3 1/2"X 0.135") --

2931 N. 22ND WAY GOVERNING BUILDING CODES. C. ROOF SHEATHING ON TRUSSES TO CONTINUE TO BEARING OF TRUSSES Sole plate to joist or blocking, face nail 16d (3 1/2"X 0.135") 16. o.c. THE PERMANENT LATERAL LOAD RESISTANCE SYSTEM OF THIS BUILDING RELIES TYPICAL. THIS APPLIES TO ALL OVER FRAMING AS WELL. Top or sole plate to stud, end nail 2-16d (3 1/2"X 0.135") -- ON ROOF SHEATHING, FLOOR SHEATHING ( FOR TWO STORY HOMES), AND D. Stud to sole plate, toe nail 3-8d (2 1/2"X 0.113") -- AT ALL GABLE WALLS ADJACENT TO SCISSOR TRUSSES, 2x STUDS TO BE EXTERIOR AND INTERIOR WALL SHEATHING AS IDENTIFIED ON THE SHEAR WALL 2-16d (3 1/2"X 0.135") CONTINUOUS "BALLOON FRAMED" FROM BOTTOM PLATE TO DOUBLE TOP PLAN. IT IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE Double studs, face nail 10d (3 1/2"X 0.128") 24. o.c. PLATE. ADEQUATE TEMPORARY LATERAL BRACING DURING CONSTRUCTION. THE E. ALL WINDOW OR SIMILAR OPENINGS 6'-0" OR WIDER TO HAVE DOUBLE 2 x Double top plates, face nail 10d (3 1/2"X 0.128") 24. o.c. TEMPORARY BRACING SHALL BE MAINTAINED UNTIL THE PERMANENT LATERAL LOAD RESISTANCE SYSTEM IS FULLY INSTALLED AND FASTENED AS SCHEDULED. GLU-LAM BEAMS: SILL PLATES. Sole plate to joist or blocking at braced wall panels 3-16d (3 1/2"X 0.135") 16. o.c. GLU-LAM BEAMS SHALL HAVE THE FOLLOWING PROPERTIES: Fb = 2,400 P.S.I., F. SUBSTITUTIONS FOR SIMPSON STRONG TIE CO. INC'S PRODUCTS MUST BE Double top plates, minimum 48-inch offset of end joints, face nail in PRE-APPROVED IN WRITING BY THE ENGINEER. lapped area 8-16d (3 1/2"X 0.135") -- Fv = 190 P.S.I, Fc (PERP) = 650 P.S.I. (COMB. SYM. 24F-V4(DF/DF)), G. OVERLAP TOP PLATES AT ALL CORNER CONDITIONS. E = 1,800,00 PSI. H. ALL SOLE PLATES AT EXTERIOR WALLS SHALL BE PRESSURE Blocking between joists or rafters to top plate, toe nail 3-8d (2 1/2"X 0.113") -- BEAMS CANTILEVERING OVER SUPPORTS SHALL HAVE THE SPECIFIED MINIMUM TREATED PER SEC. 2317.4 AND TO BE ANCHORED W/ 1/2" DIA. BUILDING CODES: PROPERTIES TOP AND BOTTOM. (COMB. SYM. 24F-V8(DF/DF)). ALL BEAMS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING ANCHOR BOLTS AT 72" O.C W/ 7" MIN. EMBEDMENT AND 2" WASHER 12" Rim joist to top plate, toe nail Top plates, laps at corners and intersections, face nail 8d (2 1/2"X 0.113") 2-10d (3"X 0.113") 16. o.c. -- THESE PLANS WERE PREPARED UNDER THE 2018 INTL. RESIDENCE CODE AND PER LATEST AITC AND WCLA STANDARDS. GLULAM BEAMS SHALL HAVE MAX. FROM PLATE ENDS AND ALL OPENINGS PER SEC. 1806.6 (U.N.O) Built-up header, two pieces with 1/2. spacer 16d (3 1/2"X 0.135") 16. o.c. along each edge SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS OF THE CODE I. WHEN PLANS CALL FOR 4x OR 6x POSTS THESE ARE INTENDED TO BE Continued header, two pieces 16d (3 1/2"X 0.135") 16. o.c. along each edge STANDARD CAMBER (BASED ON 2000 FT. RADIUS). AND ITS AMENDMENTS. SOLID MEMBERS, NOT MULTI STUD POSTS. Ceiling joists to plate, toe nail 3-8d (2 1/2"X 0.113") -- J. ALL SPECIFIED 4x6 OR LARGER POSTS MUST BE BALLOON FRAMED FROM Continuous header to stud, toe nail 4-8d (2 1/2"X 0.113") -- BEAM OR GIRDER TO THE CONCRETE FOUNDATION. PLATFORM FRAMING OF Ceiling joist, laps over partitions, face nail 3-10d (3"X 0.128") -- THESE POSTS IS PROHIBITED. THESE POSTS WILL BEAR DIRECTLY ON DESIGN LOADS: HEADER SCHEDULE (NON - BRG. INTERIOR): CONCRETE AND NOT ON PLATES. TREAT BOTTOM 1" OF POST FOR Ceiling joist to parallel rafters, face nail Rafter to plate, toe nail 3-10d (3"X 0.128") 2-16d (2 1/2"X 0.113") -- --

ROOF LIVE LOAD = 20 P.S.F. AT 'FLAT' ROOFS, 20 PSF AT SLOPED SPAN UP TO 3' - 0" ---------------------- USE 1-2x4 FLATWISE MOISTURE RESISTANCE. 1. brace to each stud and plate, face nail 2-8d (2 1/2"X 0.113")

****************************************

**************************************** ROOFS (REDUCED) K. ALL "SIMPSON" HANGERS & STRAPS SHALL BE INSTALLED PER 3' - 1" UP TO 5' - 0" ---------------------- USE 2-2x4 HEADER 2 staples, 1 3/4" ROOF DEAD LOAD = "FLAT" 14 PSF, SLOPED 22 psf MANUFACTURERS INSTRUCTIONS. 1" x 6" sheathing to each bearing, face nail 2-8d (2 1/2"X 0.113")

DESIGN DRAFTER: 5' - 1" UP TO 7' - 0" ---------------------- USE 2-2x6 HEADER L.

MICHAEL GILSON FLOOR LIVE LOAD = 40 psf WHERE DOUBLE OR TRIPLE 2x HEADERS ARE SPECIFIED 4x OR 6x staples, 1 3/4"

602-577-5005 DESIGNER: FLOOR DEAD LOAD = 19 psf 7' - 1" UP TO 10' - 0" ---------------------- USE 2-2x8 HEADER HEADERS RESPECTIVELY OF THE SAME DEPTH MAY BE USED IN LIEU OF 1" x 8" sheathing to each bearing, face nail 2-8d (2 1/2"X 0.113") THE DOUBLE OR TRIPLE HEADER.

FL WIND LOAD = 115 MPH EXPOSURE C (3 SEC. GUSTS) 3 staples, 1 3/4" M. ALL BEARING WALLS SHALL HAVE DOUBLE TOP PLATES. Wider than 1" x 8" sheathing to each bearing, face nail 3-8d (2 1/2"X 0.113") Date: 09/09/21

Date: 09/09/21 N. FRAME WALL OPENINGS WITH 1 TRIMMER AND 1 KING STUD U.N.O ON PLAN. SAWN LUMBER: Built-up corner studs staples, 1 3/4" 10d (3"X 0.113") 24. o.c. FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING Built-up girders and beams, 2-inch lumber layers 10d (3"X 0.128") Nail each layer as follows: RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST 32. o.c. at top and bottom and LUMBER INSPECTION GRADING AGENCY. ALL LUMBER SHALL BEAR AN APPROVED staggered. Two nails at ends GRADING STAMP. JOISTS, BEAMS ETC., SHALL HAVE THE FOLLOWING and at each splice. MINIMUM PROPERTIES: 2" planks 2-16d (3 1/2"X 0.135") At each bearing (APPLIES UNLESS NOTED OTHERWISE ON DRAWINGS) MEMBER E psi (MINIMUM) SPECIES & GRADE Roof rafters to ridge, valley or hip rafters: _______________________________________________________ toe nail 4-16d (3 1/2"X 0.135") --

CONSTRUCTION CONTRACT. ALL PURCHASED OR INCLUDED IN A ****************************************

**************************************** PICTURES ARE THE PROPERTY HEADERS, RAFTERS, JOISTS 1,600,000 DFL - 2 face nail 3-16d (3 1/2"X 0.113") --

ACCURATE ESTIMATING SERVICES, LLC. UNTIL POSTS 6x6, 6x8 1,600,000 DFL - 1 Rafter ties to rafters, face 3-8d (2 1/2"X 0.113") -- Plan #: 2104847-RPRM

Plan #: 2104847-RPRM STUDS 2x4, 2x6 1,400,000 HEM - FIR STUD Collar Tie to rafter, face nail, or 1 1/4"X 20 gage ridge strap 3-10d (3 1/2"X 0.128") -- 2x LEDGERS 1,600,000 DFL - 2 Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing CONCRETE: TOP & BOTTOM PLATES 2x4, 2x6 1,600,000 DFL - 2 5/16"-1/2" 6d common nail (subfloor, wall) SHALL MEET ALL THE REQUIREMENTS OF A.C.I. 301 TYPE II CEMENT. (2"X 0.120") OR NAIL 6 12g 4x BEAMS 1,600,000 DFL - 2 8d common nail (roof)f 6x BEAMS 1,600,000 DFL - 1 (2 1/2"X 0.131") FOUNDATIONS SUPPORTING WOOD SHALL EXTEND TO AT LEAST 6" ABOVE ADJACENTLY FINISHED GRADE (SEC. 1806.1). CONCRETE MIX DESIGN TO BE CEILING JOISTS 1,300,000 HEM-FIR - 2 19/32" -1" 8d common nail (2 1/2"X 0.131") 6 12g BASED ON VALUES SHOWN BELOW. THIS TABLE TO BE USED AS A GUIDE UNLESS NOTED OTHERWISE ON PLANS. 1 1/8" -1 1/4" 10d common ( 3"X 0.148") nail 12 MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH AS FOLLOWS: OR 8d 2 1/2"X 0.131" DEFORMED NAIL TABLE R602.3(1)--continued CONCRETE SLABS:______ 2500 psi., MIN 4" THICK (ON 4" A.B.C) CEILING JOIST SCHEDULE: (LIVE LOAD = 20 PSF, L/360) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS SPAN UP TO 9' - 0" ----------------------- USE 2x6's @ 24" DESCRIPTION OF BUILDING SPACING OF FASTENERS ALL PROCEDURES, PLACEMENT, FORMWORK, LAP ETC. TO CONFORM W/ LATEST SPAN UP TO 12' - 0" ----------------------- USE 2x8's @ 24" MATERIALS DESCRIPTION OF FASTENERb,c,d,e Edges (inches) Intermediate supportsc,e inches) A.C.I. STANDARDS. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, SPAN UP TO 15' - 0" ----------------------- USE 2x10's @ 24" Other Wall sheathing EXCEPT THE SLABS ON GRADE NEED BE VIBRATED ONLY AROUND UNDER 1 1/2" galvanized roofing nail 8d SPAN UP TO 18' - 0" ----------------------- USE 2x12's @ 24" 1/2" structural cellulosic 3 6 -FLOOR DUCTS, ETC. MAXIMUM SLUMP 4-1/2" . ALL CONCRETE SLABS City of Phoenix

City of Phoenix ON GRADE SHALL BE BOUNDED BY CONSTRUCTION JOINTS (KEYED OR SAW fiboerboard sheathing COMMON (2 1/2"X 0.131") NAILp; staple 16 ga. 1 1/2" long

CONTRACTOR CUT) SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 400 SQUARE FEET. KEYED CONSTRUCTION JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING A.P.A RATED SHEATHING: 25/32" structural cellulosic fiboerboard sheathing 3/4" galvanized roofing nail 8d POURING (COLD JOINTS). ALL OTHER JOINTS MAY BE SAW-CUT OR MAY USE COMMON (2 1/2"X 0.131") NAIL; A.P.A RATED SHEATHING SHALL CONFORM TO N.E.R. - 108. ALL PLYWOOD SHALL 3 6 "ZIP STRAPS" staple 16 ga., 1 3/4" long BE C-D INTERIOR SHEATHING WITH EXTERIOR GLUE AND SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY. LAY UP FLOOR AND ROOF WITH THE FACE 1/2" gypsum sheathing 1 1/2" galvanized roofing nail; GRAIN PERPENDICULAR TO SUPPORTS. STAGGER JOINTS. ALL NAILING, COMMON 6d common (2"X 0.131") nail; 4 8 NAILS. ALL FLOOR AND DECK OR BALCONY PLYWOOD OR O.S.B SHALL BE staple galvanized 1 1/2" LONG; TONGUE AND GROOVE, GLUED AND NAILED TO SUPPORTS WITH END JOINTS 1 1/4" screws, Type W or S

REINFORCING STEEL: HELD 1/8" APART. ALL PLYWOOD SHALL BE OF THE FOLLOWING THICKNESS, 5/8" gypsum sheathing 1 3/4" galvanized roofing nail; ASTM A307 ALL ANCHOR BOLTS - MINIMUM EMBEDMENT OF ALL BOLTS IN SPAN/INDEX RATIO AND SHALL BE NAILED AS FOLLOWS :- 4 8 8d common (2 1/2"X 0.131") nail; GROUT, OR CONCRETE TO BE 7" WITH A 3" HOOK AT EMBEDDED END. %%U USE THK SPAN RATING BOUNDARY/EDGE NAILING FIELD NAILING staple galvanized, 1 5/8" LONG; ASTM A615 (FY = 60,000 PSI) DEFORMED BARS FOR ALL BARS. ROOF 15/32" 32/16 8d @ 6" O.C. 8d @ 12" O.C. 1 5/8" screws, Type W or S WIRE PER ASTM A62. BASEMENT FLR 1-1/8" 60/48 10d @ 6" O.C. 10d @ 12" O.C. Wood structural panels, combination subfloor underlayment to framing LATEST ACI CODE AND DETAILING MANUAL APPLY. SECOND FLR 23/32" 48/24 8d @ 6" O.C. 8d @ 12" O.C. 3/4" and less 6d deformed ( 2"X 0.120" )nail or 6 CLEAR CONCRETE COVERAGES AS FOLLOWS: WALL 3/8" 24/0 8d @ 6" O.C 8d @ 12" O.C. 12 8d COMMON NAIL (2 1/2"X 0.131") NAIL CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH____________3" 7/8"-1" 8d common (2 1/2"X 0.131") nail or 6 12 A.P.A RATED O.S.B MAY BE USED IN LIEU OF PLYWOOD. EXPOSED TO EARTH OR WEATHER (#5 AND SMALLER)_____________1-1/2" 8d DEFORMED (2 1/2"X 0.120") NAIL (THE ABOVE INFORMATION APPLIES UNLESS NOTED OTHERWISE IN PLANS) SLABS (INTERIOR)_____________________________________3/4" 1 1/8"-1 1/4" 10d common (3"X 0.148") nail OR 6 12 THE TRUSS CONFIGURATION INDICATED ON THE FLOOR/ROOF FRAMING PLAN ISSCHEMATIC ONLY AND IS 8d DEFORMED (2 1/2"X 0.120") NAIL ALL OTHER PER LATEST EDITION OF ACI 318. NOT THE ONLY LAYOUT FEASIBLE OR PRACTICAL. HOWEVER,ALL SUBSEQUENT FRAMING HAS BEEN UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE SHALL BE 48 BAR DESIGNED IN ACCORDANCE TO THE CURRENTLAYOUT REPRESENTED ON THESE DRAWINGS. ANY For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1ksi = 6.895 MPa. ADDITIONS OR MODIFICATIONS MAYCHANGE THE LOAD PATH AND EFFECT SUBSEQUENT MEMBERS AT a. All nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connectionsshall have minimumaverage DIAMETERS. MINIMUM. STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than0.142 inch but not larger LOWER LEVELS.THE FRAMING SUB-CONTRACTOR SHALL ACQUIRE AND SUBMIT SHOP DRAWINGS TOVIP LENGTH. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL CONSTRUCTION, INC FOR REVIEW PRIOR TO ORDERING ANY ROOF TRUSSES.FAILURE BY THE FRAMING than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. SUB-CONTRACTOR TO PROPERLY SUBMIT SHOP DRAWINGSTO VIP FOR REVIEW SHALL HOLD VIP b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS AND WALLS. TYPICAL c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches orgreater. HARMLESS OF THE FLOOR/ROOF FRAMINGAND SUBSEQUENT LOWER LEVEL FRAMING, AND BEAR ALL

GOOD JOHN L III/PUSCH-GOOD JANIS REINFORCING BAR SPACINGS GIVEN ARE MAXIMUM ON VERTICAL REINFORCING LIABILITY ANDRESPONSIBILITY OF THE FLOOR/ROOF TRUSSES AND SUBSEQUENT FRAMING TO d. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically. THEFRAMING SUB-CONTRACTOR. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING f. For regions having basic wind speed of 110 mph or greater, 8d deformed (21/2 ×0.120) nails shall be used for attaching plywood andwood structural panel roof CONCRETE. LAP WELDED WIRE FABRIC ONE SPACING OF CROSS WIRES PLUS 2". sheathing to framing within minimum 48-inch distance from gable end walls, if mean roof height is more than 25 feet, up to 35 feetmaximum.

email: [email redacted] g. For regions having basic wind speed of 100 mph or less, nails for attachingwood structural panel roof sheathing to gable endwallframing shall be spaced 6 inches

1616 W INDIANOLA AVE

PHONE (602) 540-7026 on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall bespaced 6 inches on center for minimum 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing.

PHOENIX 85015 h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conformto ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking andat all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blockingof roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floorperimeter shall be supported by framing members or solid blocking.

M DATE PAGE 5/20/2021 ***** OF *****

City of Phoenix Plan #: 2104847-RPRM Date: 09/09/21 Received 09/29/2023 City of Phoenix BUILDING PERMIT ROC Legal

Planning And Development Department

To find out about Phoenix construction code adoption news and to research your permits or projects, please visit http://www.phoenix.gov/PDD 200 West Washington Street STATUS: OPEN Permitted Building Construction hours are (non-Holiday weekdays): Phoenix, Arizona 85003 POST THIS PERMIT ON JOB SITE 6:00 a.m. and 7:00 p.m. from May 1 to September 30 7:00 a.m. and 7:00 p.m. from October 1 to April 30 General Information 602-262-78 Before you start to dig, call Blue Stake 602-263-1100

Permit # RSME 21029367 Issued 31-AUG-2021 Expires 31-AUG-2023 Permit Description PATIO AND LIVABLE ADDITION Project 99-40793 WESTWOOD TERRACE Address 1616 W INDIANOLA AVE PHOENIX AZ 85015-5553 Zoning L 17 B 2 WESTWOOD TERRACE Q S Q16-25 APN 110-09-055 Dist 04 Description/Scope of Work: ADDITION TO EXISTING RESIDENCE DESCRIPTION OF WORK: ADDITION BEDROOM, BATH AND PATIO TO EXISTING SINGLE FAMILY RESIDENCE PER APPROVED PLANS.

**SMOKE ALARMS ARE REQUIRED PER IRC R314 FOR ALL NEW CONSTRUCTION/ADDITIONS OR ALTERATIONS THAT REQUIRE A PERMIT & CARBON MONOXIDE ALARMS ARE REQUIRED FOR NEW/REMODEL CONSTRUCTION PER IRC R315 WHERE FUEL FIRED APPLIANCES ARE INSTALLED AND/OR IN ANY DWELLING UNIT WITH AN ATTACHED GARAGE.**NEW OR ALTERED FIREPLACES PERMITTED AFTER 1-1-99 MUST COMPLY WITH ORDINANCE G4062.

EFFECTIVE BUILDING CODES: 2018 IBC, 2018 IRC, 2018 IMC, 2018 IPC, 2018 UPC, 2018 IFGC, 2018 ISPSC, 2017 NEC, 2018 PHX FIRE CODE.

LOG NUMBER: RPRM 2104847 CONSTRUCTION TYPE:(X)FRAME(X)EXISTING MASONRY ROOFING: ASPHALT SHINGLE ENERGY CODE:(X)PRESCRIPTIVE WATER METER: EXISTING 5/8" BUILDING SUPPLY: 1" FIXTURE UNITS: 18.7 WRA: ON LIVABLE S.F.- 1ST FLOOR: 402 PATIO S.F.: 144 REMODEL AREA(S) S.F.: FIRE SPRINKLERS:(X)NO FINISHED FLOOR ELEVATION: MATCH EXISTING HILLSIDE:(X)NO FLOOD PLAIN:(X)NO RETENTION REQUIRED:(X)NO

ZONING: R1-6 VARIANCE: REVIEWER(S): ZONING: MEN RES: DHUN

**** THIS PROJECT HAS BEEN APPLIED FOR AND PERMITTED WITH THE OWNER AS THE CONTRACTOR. ARIZONA REGULATION 32-1121.A PARAGRAPH 5, REQUIRES THAT THIS PROPERTY MAY NOT BE FOR SALE OR RENT, NOR OFFERED FOR SALE OR RENT, BY THE OWNER-BUILDER WITHIN ONE YEAR AFTER THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. ****

FINISHED FLOOR ELEVATIONS ARE GRANDFATHERED IN TO MATCH THE EXISTING LEGALLY ESTABLISHED LIVABLE FINISH FLOOR ELEVATION OF THE DWELLING UNIT. CURRENT LOCAL DRAINAGE CONDITIONS ARE UNKNOWN.

Valuation: $43,035 Str Class 021 Units 1 Sq.Ft. 437 Cnst I:VB Occ I:R-3 Owner Information Certificate of Name GOOD JOHN L III & JANIS M PUSCH- Occupancy Type: COFO Address 1616 W INDIANOLA AVE PHOENIX AZ 85015-5553 Contractor Information Type OWN Contact Phone Name OWNER Ins none Exp 01-JAN-25 Address City/St/Zip Phone Instructions and Comments Permit Issued By EPR Entered By DHUN

GENERAL Inspections Required: Call 602-495-0800 or go online to www.phoenix.gov/BUSINESS before 8PM to request for a next day inspection NOTICE - This permit authorizes the above described work to be done in accordance with the approved plans and all applicable City codes and ordinances. Plan approval and permit issuance does not authorize violation of any city code or ordinance. The contractor(s) doing the work and the property owner or tenant/occupant authorizing the work are all legally responsible for complying with all codes and ordinances. This permit expires by limitation and is null and void if work has not started within or ceased for any reason for 180 days, or if work is not completed by the expiration date printed above. Work after this time or beyond the scope of this permit requires a new supplemental permit. This permit can be suspended or revoked for failing to follow the approved plans or for violation of any City code or ordinance. Work within the public right-of-way shall comply with all City standard details and specifications. The contractor is responsible for maintaining streets and sidewalks safe and usable at all times. All barricades shall be approved in advance and shall comply with the City Traffic Barricade Manual.

Printed: 04/05/22 bprp01w Rev 10.3 07/10/13 bk Received 09/29/2023 ROC Legal

Permit Fees

Fee Code Description Total Amount Paid

RESADDPMT* RESIDENCE ACCESS/ADDTN PERMIT 503.00 X

Permit Fee Total: $503.00 Received 09/29/2023 ROC Legal

From: Ron Buchholz [email redacted] Subject: Re: Home addition - 1616 W. Indianola Ave. Date: April 12, 2022 at 12:39 PM To: John Good [email redacted] Cc: Annie Good [email redacted]

John and Annie, I am sure that you talked with the electrician and everything is wired wrong and not only is not legal it is dangerous. We need to run new circuits and clean up the runs to the dry, HVAC, and stove. We will have to go into the attic and run the new lines to the new panel to pass inspections when we have them at a on the new addition. This would eliminate the old fuzz box in the kitchen and get everything up to snuff. That said the inspection might say something about the new panel that is installed as it is not an approved panel anymore. That being said we would take the chance that they will let it slide if everything else is done to code and looks proper. In the worse case we can change it but all of the new work will be able to just move into an updated panel if they required it. This is a lot of work and would require an additional cost of $4,200 for all the labor, breakers, and wire and boxes, ground rods, and bonding wire. Call me if you have any questions. Ronnie

Ron Buchholz Owner PH: (480) 808-5764

LICENSE NUMBER ROC 324834 & 325450

On Apr 12, 2022, at 9:11 AM, John Good <[email redacted]> wrote:

Good morning Ronnie

Just checking in. Where are we with the trusses?

Thank you, John

On Wed, Apr 6, 2022 at 10:06 AM Ron Buchholz <[email redacted]> wrote: John, Good morning. Thank you so much for taking care of that. Will follow up more with you later this week. Ronnie

Ron Buchholz Owner PH: (480) 808-5764

LICENSE NUMBER ROC 324834 & 325450

On Apr 6, 2022, at 9:59 AM, John Good <[email redacted]> wrote:

Good morning Ronnie,

The initial $8,000 has been deposited into your account.

Have a great day!

-John

<image_50354945.JPG> <image_50351105.JPG> Received 09/29/2023 ROC Legal

From: Ron Buchholz [email redacted] Subject: Re: Indianola completed punch list Date: May 12, 2023 at 9:19 AM To: John Good [email redacted] Cc: Annie Good [email redacted]

John, Good morning. I am sorry for the delay I was out of town and got back yesterday. Catching up. I agree that I never wanted anything to be an issue between us not to mention going down the road that would be litigious. I am more than fine with your proposal and I do think it is fair. I would spend about the same money to make that repairs that we talked about. We would be willing to give you a waiver for all fees paid. I am around now and next week as well. Let me know when would be a good time to meet. Ronnie

Ron Buchholz Owner PH: (480) 808-5764

LICENSE NUMBER ROC 324834 & 325450

On May 8, 2023, at 1:17 PM, John Good <[email redacted]> wrote:

Ron,

Sorry for the delay in getting back to you. I had to reach out and connect with a few people to figure out how to best proceed.

Because you (or Eduardo) never did a final walk-through, and because you never presented us with a certificate of final completion to sign, and the fact that you're still not done, saying that you’ve been done with the job for 5 months is inaccurate and dishonest. Additionally, you have not provided us with an executed Unconditional Waiver and Release on Progress Payment for each contractor as required by A.R.S. §33-1008(d)(2).

With this being said, filing a fraudulent lien against me is not in your best interest. ______ A.R.S. §33-420 False documents; liability; special action; damages; violation; classification

Instead, I propose that we reach a settlement.

As evidenced by the results of the ROC Building Confidence Inspection conducted by Lisa Melton on March 29, 2023, much of the work was not completed “in a good and workman like manner consistent with applicable building codes and workmanship standards." For this reason, I will not allow you to perform additional work on my home.

Per the ROC inspection report, there are multiple items that did not meet ROC workmanship standards:

<image.png>

I have had two estimates completed to correct the issues with the unevenness/sagging of the ceiling, and both told me that the framing of the addition was not completed properly. This is a very difficult thing to correct. It sounds like that piece will cost me about $1,812.77 to just make it look ok. After this, it will still be wrong, it just won’t look quite so bad.

Getting the closet door to hang level is a little bit harder to get a feel for because it requires drywall removal, reframing, and re- Received 09/29/2023 ROC Legal

drywalling. I’m estimating that I’ll be spending at least another $500 here.

This puts my total estimate of the costs I will incur at $2,579.75, which, after being subtracted from the remaining balance, would leave a final payment of $11,220.25.

This is my proposal: 1) I make a final payment of $11,220.25 2) At the same time, you provide me with an Unconditional Lien Waiver for Final Payment

Alternatively, our next steps will be filing a formal complaint, mediation then arbitration if necessary.

Please let me know if this works for you. I'm also ready to wrap this up.

Thank you, John Good

On Thu, May 4, 2023 at 9:27 AM Ron Buchholz <[email redacted]> wrote: John, Good morning. I am reaching out to you again to try and wrap up this project and close it out for payment. As I said when we meet we would be happy to work with you to due our best to meet your expirations. In the event that we still don’t hear anything back from you by the 10th of May we will be filing a lien and a law suit for the money owed and will not be preforming any services other than what we would have to due under the ROC laws of AZ. Per the contract this job has been closed out for almost 5 months now.

Ron Buchholz Owner PH: (480) 808-5764

LICENSE NUMBER ROC 324834 & 325450

On Apr 6, 2023, at 8:15 AM, Ron Buchholz <[email redacted]> wrote:

John, Just wanted to reach and and see how you and Annie would like us to handle the wrap up of this project? Let me know your thoughts so we can make arrangements. Ronnie

Ron Buchholz Owner PH: (480) 808-5764

LICENSE NUMBER ROC 324834 & 325450

On Mar 7, 2023, at 3:53 PM, John Good <[email redacted]> wrote:

Ronnie,

<image.png>

I’m very busy at work right now; our board meetings are the first full week of every month (this week), I’ll be at an annual conference next week, and our fiscal year ends on March 31. Needless to say, I won’t have a lot of spare time. However, if you’d to discuss anything or do a walk-through prior to the ROC inspection, let me know, and I’ll try to make it work.

Thank you, John

On Tue, Mar 7, 2023 at 10:41 AM Ron Buchholz <[email redacted]> wrote: Received 09/29/2023 ROC Legal Received 09/29/2023 ROC Legal Received 10/2/23, 8:43 AM State of Arizona Mail - Written Answer to Citation and Complaint Case No. 2023-07591. 09/29/2023 ROC Legal

Answers - AZROC <[email redacted]>

Written Answer to Citation and Complaint Case No. 2023-07591. message

Ron Buchholz <[email redacted]> Fri, Sep 29, 2023 at 3:39 PM To: [email redacted]

Please see Full Frames answer to the complaint.

Ron Buchholz Owner PH: (480) 808-5764

LICENSE NUMBER ROC 324834 & 325450

attachments

Screenshot 2023-08-23 at 9.03.14 AM.png 227K

Screen Shot 2019-05-06 at 8.44.03 AM.png 32K

letterhead for Full Frame for Citation 2021-02681.pdf 1479K Re Home addition 1616 W Indianola Ave.pdf 71K

https://mail.google.com/mail/b/AEoRXRTFSyR67psrqRMz-EHXfBq9FGYSHx1svFUsFAyumYr7GnV7/u/0/?ik=581c53cf5c&view=pt&search=all&permt… 1/2 Received 10/2/23, 8:43 AM State of Arizona Mail - Written Answer to Citation and Complaint Case No. 2023-07591. 09/29/2023 ROC Legal GOOD COMBINED SET (2).pdf 8404K IssuedPermit2963982.pdf 77K 20230707 Complaint 2023-07591 (dragged).pdf 454K Re Indianola completed punch list.pdf 80K 20230707 Complaint 2023-07591 (dragged).pdf 880K

https://mail.google.com/mail/b/AEoRXRTFSyR67psrqRMz-EHXfBq9FGYSHx1svFUsFAyumYr7GnV7/u/0/?ik=581c53cf5c&view=pt&search=all&permt… 2/2 REGISTRAR OF CONTRACTORS OF THE STATE OF ARIZONA

John Good, Case No. 2023-07591 COMPLAINANT, v. Full Frame Construction LLC ORDER DENYING REQUEST TO License Nosro. ROC 324834 & 325450 DISMISS RESPONDENT.

BACKGROUND On September 19, 2023 the Registrar issued a citation against Respondent’s License Nos. ROC 324834 & 325450. Respondent filed its Answer on September 29, 2023. The Answer included a request to dismiss the complaint. ORDER IT IS ORDERED that Respondent’s request to dismiss is DENIED. The issues underlying the Citation and Complaint are best suited for presentation before the Office of Administrative Hearings. Respondent is free to raise the arguments and defenses presented in its request to dismiss before the administrative law judge. A Notice of Hearing will be issued in due course. Dated October 20, 2023. By: /s/ Chance Peterson Chance Peterson General Counsel Legal Department Arizona Registrar of Contractors

of 2 REGISTRAR OF CONTRACTORS 1700 W. Washington St.– Ste. 105 – Phoenix, AZ 85007-2812 Telephone (602)542-1525 Toll Free (877)692-9762 Lg127 5/21 Copy mailed via USPS First Class mail October 20, 2023 to: Respondent Full Frame Construction LLC 3104 E. Camelback Rd. #2269 Phoenix, AZ 85016 Complainant John Good 1616 W. Indianola Ave. Phoenix, AZ 85015

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. 2023-07591/ EJ

of 2 REGISTRAR OF CONTRACTORS 1700 W. Washington St.– Ste. 105 – Phoenix, AZ 85007-2812 Telephone (602)542-1525 Toll Free (877)692-9762 Lg127 5/21 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