2024A-02481-NPC-ROC Notice of Hearing & Packet MAILED 2024-02481.pdf
2024A-02481-NPC-ROC · Registrar of Contractors · 2024-05-09
REGISTRAR OF CONTRACTORS OF THE STATE OF ARIZONA
Imperial Excavating LLC, Case No. 2024-02481
COMPLAINANT, Docket No. 2024A-02481-NPC-ROC
v. NOTICE OF HEARING ON CONTESTED CASE JCS West LLC License Nos. ROC 281691, 2329677
RESPONDENT.
This Notice of Hearing is issued under A.R.S. § 41-1092.05(D).
HEARING INFORMATION The hearing is set for:
June 10, 2024 1:00 PM Amy Haley 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 March 15, 2024. SHORT AND PLAIN STATEMENT OF THE MATTERS ASSERTED The complaint and citation allege that the Respondent committed the following act(s):
Charge: 1 A.R.S. § 32-1154(A)(10)
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.
RIGHT TO BE REPRESENTED The parties to the administrative hearing may choose to be represented by an attorney. A.R.S. § 41-1092.07(B). If one of the parties is a company, the company may be represented
by an officer or employee if that person satisfies the conditions set forth in A.R.S. § 32-
1156(B).
CHANGE OF ADDRESS Each party must inform the Registrar and the Office of Administrative Hearings of any change of address within five (5) days of the change. A.R.S. § 41-1092.04.
HEARING PROCEDURES AND RULES
The administrative hearing will be conducted in accordance with A.R.S. §§ 41-1092 to -1092.12, and A.A.C. R2-19-101 to -122. The parties should review the statutes, rules, and
processes governing the administrative hearing. Copies of the statutes, rules, and articles regarding the administrative hearing process can be found at https://www.azoah.com/.
REGISTRAR’S APPEARANCE BY VIDEO CONFERENCE OR TELEPHONE
The Registrar’s investigators, employees, and attorneys will appear at the hearing via
video conference or telephone unless requested by a party to appear in-person. Requests for the Registrar’s investigators, employees, or attorneys to appear in-person must be filed with the Registrar and the Office of Administrative Hearings no later than seven (7) calendar days prior to the hearing date.
HEARING PACKET
In the interests of administrative efficiency, the Registrar compiles and discloses
certain documents to the parties and the Office of Administrative Hearings. These documents
are attached to this Notice of Hearing as the “Hearing Packet.” If any party wishes to submit additional evidence, they must do so during the hearing after completing a disclosure statement. See “Disclosure Statement” section below.
SUBPOENAS FOR TESTIMONY FROM A WITNESS OR DOCUMENTS
The parties to the hearing must be prepared to present evidence in support of their
case. If a party wants to obtain testimony from a witness or documents not in the party’s
possession, the party must prepare and file a written subpoena for the Administrative Law
Judge to review and sign, if approved. A.R.S. § 41-1092.07(C). Forms for requesting a subpoena can be found on the Office of Administrative Hearings’ website at www.azoah.com.
The party seeking a subpoena must serve notice on all the parties to the hearing, and on the Registrar. A.R.S. § 41-1092.04.
DISCLOSURE STATEMENT
At least seven calendar days before the hearing, each party must prepare and serve a
disclosure statement on all other parties, and file it with the Office of Administrative Hearings. A.A.C. R4-9-118; A.A.C. R2-19-108. The disclosure statement must include any exhibit the party will use at the hearing. A party’s failure to timely disclose any witness or exhibit, without good cause, may result in the administrative law judge excluding those witnesses or exhibits from being used at the hearing. A.A.C. R4-9-118(C). A sample disclosure form is available on the Registrar’s website at https://roc.az.gov/forms/RC-L-800A%20- %20Prehearing%20Disclosure%20Statement%2020191007v4.pdf
CHANGING THE HEARING DATE
The date of the hearing may only be advanced or delayed on the agreement of the
parties or on a showing of good cause. A.R.S. § 41-1092.05(C). The date of the hearing may
be changed by filing a written agreement of the parties to change the date of the hearing. The
written agreement must be filed with the Office of Administrative Hearings, directed to the assigned Administrative Law Judge, and transmitted to the Registrar and all other parties. The assigned Administrative Law Judge may be found on the Office of Administrative Hearings’ web portal at www.azoah.com
If a party would like to move the date of the hearing without agreement of all parties, the party must file a written motion with the Office of Administrative Hearings, directed to the assigned Administrative Law Judge, and transmit a copy to the Registrar and all other parties. The motion must state in detail good cause for why the date of the hearing should be advanced or delayed, and the position of all other parties regarding the advancement or delay. A party may also file a motion asserting a right to an expedited hearing upon a showing of
extraordinary circumstances or the possibility of irreparable harm. A.R.S. § 41-1092.05(E).
RESOLUTION SHORT OF ADJUDICATION In any case which is resolved or settled by the parties, or which is withdrawn by the Complainant without objection from Respondent after the Notice of Hearing is issued, the parties must notify the Office of Administrative Hearings of the resolution or settlement. Any such cases will be listed on the Registrar’s website and its records under the category: “Closed
Complaints – Resolved/Settled/Withdrawn.”
Dated May 9, 2024.
By: /s/ Erika Hoskin Erika Hoskin Legal Secretary Legal Department Arizona Registrar of Contractors
Copy mailed via USPS First Class mail May 9, 2024 to:
Respondent(s) JCS West LLC 4444 E Morning Star Ln Cave Creek, AZ 85331 Complainant(s) Imperial Excavating LLC 2575 E Captain Dreyfus Ave Phoenix, AZ 85032
Copy sent electronically this same date to:
Respondent at email address on record with the Registrar Complainant at email address on record with the Registrar
Case No. 2024-02481 /
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
March 1, 2024
Via U.S. Mail and Email
Complainant Imperial Excavating LLC 2575 E Captain Dreyfus Ave Phoenix, AZ 85032
Imperial Excavating LLC 2020 W Adobe Dr Phoenix, AZ 85027
Via U.S. Mail and Email
Respondent JCS West LLC 4444 E Morning Star Ln Cave Creek, AZ 85331
Re: Complaint No. 2024-02481
Dear Complainant and Respondent:
The Registrar received a complaint filed against JCS West LLC for non-payment of materials or services rendered. This complaint is incomplete and will not be substantively reviewed by the Registrar until the following documentation is provided:
1. Contract signed by both parties, but if there was no written contract, then a written statement that includes the following information: I. The reason a written contract is not being provided (e.g. the contractor did not provide a written contract, the contract is lost, the contract was destroyed); II. A description of any written documents used to describe the contract (e.g. bid, proposal, invoice, receipt); III. The names of the people who negotiated the contract; IV. A description of the work to be performed under the contract (including any addenda or change orders); V. The date the work was to be completed; VI. The agreed upon payment schedule; and VII. An explanation of who was to receive payment
Please provide all requested information by March 11, 2024. The Registrar will close this complaint (as incomplete) without further written notice if you fail to provide the requested documentation by such date.
1700 W. Washington Street, Suite 105 · Phoenix, AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg100a 11/23 Documents can be submitted by:
Mail: P.O. Box 18244, Phoenix, AZ 85005-8244 In-Person: 1700 W. Washington St., Ste. 105, Phoenix, AZ 85007-2812 Email: [email redacted]
Although the complaint is incomplete at this time, Respondent may file a response with the Registrar raising any issues or affirmative defenses to the complaint.
If the required information is provided and this complaint becomes complete, Respondent will be provided an additional opportunity to respond to the complaint.
Sincerely,
/s/ Katelyn Rolling Katelyn Rolling Legal Assistant II Legal Department Arizona Registrar of Contractors
1700 W. Washington Street, Suite 105 · Phoenix, AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg100a 11/23 RECEIVED 03/04/2024 ROC LEGAL Legal New Mail - AZROC <[email redacted]>
Complaint No. 2024-02481 Jennifer Suhr <[email redacted]> Mon, Mar 4, 2024 at 10:03 AM To: "[email redacted]" <[email redacted]>
Good morning.
I am responding to your letter of Incomplete No-Pay Complaint. I submitted the contract with the complaint, but I think your website was having issues. I have attached it.
Please let me know if you need anything else.
Jennifer Suhr
Business Manager
602-368-6475
ROC #202977, 270992, 270993
attachments JCS West.pdf 11424K No-Pay Complaint JCS West.docx 118K RECEIVED 03/04/2024 ROC LEGAL RECEIVED 03/04/2024 ROC LEGAL RECEIVED 03/04/2024 ROC LEGAL
2020 W. Adobe Dr. Phoenix, AZ 85027 (602) 368-6475 Office February 29, 2024
To whom it may concern:
In August 2023, Jacob sent us a drawing of a pool he wanted us to dig. The drawing lacked specs and other details like skimmers and elevations. He sent the square footage via a separate email, which is the basis of our estimate.
Jacob changed his plans right before the dig and made the pool bigger, and then smaller, but still bigger than the original specs in his email.
Now, he is disputing the charges for
1. Extra skimmer at $25 - there were no skimmers on the original plan; therefore, they were not on the estimate. 2. Square footage - he agreed to the square footage onsite with our construction manager. 3. Form boards – there were no elevations on his plan, so we could not tell how many rows of forms we needed. A line item on the estimate says, “Price includes 1 row of forms. Additional fees will apply to additional forms.” 4. Hammer time – he says they hammered for two hours, but the charge for hammer time includes the times it took to switch the bucket and hammer back and forth and for the extra scraping of the rock in the walls so they are smooth and straight.
We told Jacob to refer to our price sheet so he could see we were not overcharging him. We just want to get paid for the work we did.
Thank you for your time and consideration.
Sincerely,
Justin Suhr
[email redacted] WWW.IMPERIALEXCAVATINGAZ.COM ROC 202977, 270992, 270993 Katelyn Rolling <[email redacted]>
ROC Notice of No-Pay Complaint 2024-02481 - DO NOT REPLY message
Katelyn Rolling <[email redacted]> Tue, Mar 5, 2024 at 8:55 AM Bcc: [email redacted], [email redacted], [email redacted]
Hello,
Attached, please find an electronic courtesy copy of the Notice of No-Pay Complaint issued in Complaint No. 2024-02481. This document was also sent to your attention via US Mail.
Please do not reply directly to this email. Any reply or response should be addressed to [email redacted].
Katelyn Rolling Legal Assistant II Arizona Registrar of Contractors 1700 W Washington St Ste 105 Phoenix, AZ 85007 (602) 542-1525
20240305 Notice of No-Pay Complaint MAILED 2024-02481.pdf 981K March 5, 2024
Via U.S. Mail and Email
Complainant Imperial Excavating LLC 2575 E Captain Dreyfus Ave Phoenix, AZ 85032
Imperial Excavating LLC 2020 W Adobe Dr Phoenix, AZ 85027
Via U.S. Mail and Email
Respondent JCS West LLC 4444 E Morning Star Ln Cave Creek, AZ 85331
Re: Complaint No. 2024-02481
Dear Complainant and Respondent:
The Registrar received a complaint filed against JCS West LLC for non-payment of materials or services rendered. This complaint is complete and will be substantively reviewed by the Registrar.
Respondent is free to raise any issue or affirmative defense to this complaint by filing a response with the Registrar by March 12, 2024. Please reference the complaint number listed above if you file a response. Respondent may file a response by:
Mail: P.O. Box 18244, Phoenix, AZ 85005-8244 In-Person: 1700 W. Washington St., Ste. 105, Phoenix, AZ 85007-2812 Email: [email redacted]
The Registrar will not issue a citation before March 12, 2024 and will review Respondent’s response, if one is submitted.
Please be advised that a response to the complaint is not the same as a written answer. If the Registrar issues a citation Respondent must file a written answer to that citation in accordance with A.R.S. § 32-1155.
1700 W. Washington Street, Suite 105 · Phoenix, AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg100 4/21 Sincerely,
/s/ Katelyn Rolling Katelyn Rolling Legal Assistant II Legal Department Arizona Registrar of Contractors
1700 W. Washington Street, Suite 105 · Phoenix, AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg100 4/21 RECEIVED 02/29/2024 ROC LEGAL Non-Payment Complaint Form Departmental Use Only Complaint Number: Mail to: Registrar of Contractors 2024-02481 P.O. Box 18243 Phoenix, AZ 85005-8243
Person Filing Complaint (Payee) Business Name Full Name (First Middle Last) ROC License Number(s) (if any) Justin Suhr Street Address City State Zip Code 2020 W. Adobe Dr. Phoenix Arizona 85027 Phone Number Email Address [number redacted] [email redacted] I consent to receive communications electronically in connection with this case
Name of Attorney (if any)
Attorney’s Street Address City State Zip Code
Attorney’s Phone Number Attorney’s Email Address
Licensee Information (Payer) Name (as shown on contracts, invoices, etc.) ROC License Number(s) JCS West LLC ROC 329677 Street Address City State Zip Code 4444 East Morning Star Lane Cave Creek AZ 85331 Phone Number Email Address
Name of Person(s) Representing License Jacob Schwartz Complaint Information Principal Amount Due (excluding interest and fees) Contract Date (if applicable) $4,151.00 October 17, 2023 Have you filed a civil complaint? No List all specific invoices which have not been paid. Attach additional pages if necessary. Invoice 8047
Certification I certify, upon information and belief, that the above-named licensee has failed to pay monies in excess of seven hundred fifty dollars when due for materials or services rendered in connection with the licensee’s operations as a contractor. I further certify, upon information and belief, that the above-named licensee has the capacity to pay, or has received sufficient monies as payment for the particular construction work project or operation for which the services or materials were rendered or purchased. A.R.S. § 32-1154(A)(10). Printed Name Signature Date Justin Suhr Declaration & Signature I am the Complainant in this Complaint Form or Complainant’s duly authorized representative. I declare under penalty of perjury that the information contained in this Form is true and correct to the best of my knowledge. I further certify that any documents submitted in support of this complaint are true and correct copies of the originals and are 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. RECEIVED Printed Name Signature Date 02/29/2024 Justin Suhr ROC LEGAL RECEIVED 02/29/2024 ROC LEGAL RECEIVED 02/29/2024 ROC LEGAL RECEIVED 02/29/2024 ROC LEGAL IMPERIAL EXCAVATING LLC 2020 W. Adobe Dr. Phoenix, AZ 85027 (602)368-6475 [email redacted] www.ImperialExcavatingAz.com
INVOICE BILL TO INVOICE # 8047 JCS West LLC DATE 10/17/2023 4444 E Morning Star Ln DUE DATE 10/17/2023 Cave Creek, AZ 85331 TERMS Due on Receipt
ITEM AMOUNT BASE 2,000.00 Normal excavation, up to 400 sq. ft. EXTRA SQ FT 792.00 Over 400 sq. ft. (264 sq. ft.) SPA-ATTACHED 500.00 Up to 64 sq. ft. +18 DUMP FEES 0.00 All dirt stays EXTRA DEPTH 0.00 4'-5'-3'6" EXTRA SKIMMER 25.00 OTHER 84.00 Filler board 24 ln. ft. @ $3.50/ln. ft. HARD DIG 750.00 hours @ $250 per hour COMMENTS 0.00 Price includes 1 row of forms. Additional fees will apply to additional forms.
Please pay from invoice. No statement will be sent. We SUBTOTAL 4,151.00 accept cash, check, or ACH. If payment is not received upon completion, Imperial Excavating has the right to TAX 0.00 lien the property. Lien will be released upon final TOTAL 4,151.00 payment. Past-due accounts are subject to a 1.5% BALANCE DUE service charge per month (18% APR). The customer is $4,151.00 responsible for all reasonable collection and legal
ROC 202977, 270992, 270993 Property owner has the right to file a written complaint with the Arizona Registrar of Contractors for an alleged violation of section 32-1154, subsection A. Complaints must be made within the applicable time period as set forth in section 32-1155, subsection A. (602) 542-1525 azroc.gov RECEIVED 02/29/2024 ROC LEGAL expenses incurred in the collection of invoices. Any disputed charges on this invoice must be submitted in writing within 10 days of the invoice date.
ROC 202977, 270992, 270993 Property owner has the right to file a written complaint with the Arizona Registrar of Contractors for an alleged violation of section 32-1154, subsection A. Complaints must be made within the applicable time period as set forth in section 32-1155, subsection A. (602) 542-1525 azroc.gov RECEIVED 02/29/2024 ROC LEGAL
To:Jacob Schwartz <[email redacted]> Cc:Fatima Soteno;Justin Suhr;Josh Thorne Fri 2/23/2024 8:38 AM Hi Jake,
I don't understand why you are disputing the charges for the skimmers, filler board, hammer time, and extra square footage. We did undeniably dig two skimmers, installed linear feet of filler board, hammered rock (including bucket switching and wall scraping) for 3 hours, and the total square footage is, indeed, 664 square feet.
Although the original plans did not include the necessary details, we completed the work as per the contract and are confident that we have fulfilled our obligations. Had there been any issues with the excavation, we would have been more than happy to address them at the time.
I would also like to draw your attention to our invoice, which clearly states that any disputed charges must be reported in writing within ten days of the invoice date. As we did not receive any communication from you within this timeframe, we assumed that you were satisfied with the work carried out, and payment is now due.
If we do not receive payment in full within the next 24 hours, we will file a complaint with the ROC and file on your bond. In addition, we will be assessing finance charges.
I hope we can resolve this issue amicably.
Jennifer Suhr Business Manager 602-368-6475 ROC #202977, 270992, 270993 RECEIVED 02/29/2024 ROC LEGAL
From: Jacob Schwartz <[email redacted]> Sent: Friday, February 23, 2024 7:29 AM To: Jennifer Suhr <[email redacted]> Cc: Fatima Soteno <[email redacted]>; Justin Suhr <[email redacted]> Subject: RE: FINAL REQUEST FOR PAYMENT
Jennifer,
Saying the charges are justified does not make them justified. I laid out in detail why I was agreeing to the amount stated below in my email. I could go further if pushed on why aspects of the dig were not acceptable.
Regarding the plans, I went through these plans in exhaustion with Josh. The plans were also done by a pool engineer and approved by the county. The plans were fine. Further, Josh shared plans with me that he is used to working off of on other jobs. The plans we provided were equal to or better than the ones he shared.
Jake
From: Jennifer Suhr <[email redacted]> Sent: Thursday, February 22, 2024 12:41 PM To: Jacob Schwartz <[email redacted]> Cc: Fatima Soteno <[email redacted]>; Justin Suhr <[email redacted]> Subject: Re: FINAL REQUEST FOR PAYMENT
Jake,
We resent the invoice on February 20th after making some revisions. It seems that you believe we are overcharging you without justification, but I want to assure you that we are only trying to receive payment for the work that we completed. Unfortunately, the original drawings you provided were not suitable as a pool plan. Had you given us detailed and accurate plans, we could have given you a more accurate estimate. You said you have our price sheet, which shows a breakdown of our charges and costs. Justin has called and texted you multiple times to get this matter resolved and you haven't responded.
Please see below and if you still need clarification, call Justin at 602-647-0425.
Jennifer Suhr Business Manager 602-368-6475 ROC #202977, 270992, 270993 RECEIVED 02/29/2024 ROC LEGAL
From: Jacob Schwartz <[email redacted]> Sent: Thursday, February 22, 2024 11:38 AM To: Jennifer Suhr <[email redacted]> Cc: Fatima Soteno <[email redacted]>; Justin Suhr <[email redacted]> Subject: RE: FINAL REQUEST FOR PAYMENT
Hi Jennifer,
I have responded numerous times on this. I know your team continues to request payment for the invoice but I have outlined what I would pay on this and why. Here is a summary of that:
1. You are seeking additional money for added square footage. I am not sure where this is coming from as the size only shrunk if anything. An additional $324 that I cannot agree to pay. How many square feet is the pool? Initially, you informed Josh that the pool was 553 square feet with 20 square feet of steps, but it was actually much larger than that. Please review your plan and calculate the square footage again. Our base price covers up to 400 square feet, and any additional area costs $3 per square foot. You can refer to our price sheet to verify that. 2. You are seeking an extra $100 for increased depth. I am not sure where this is coming from as the depth did not change. Please review the revised invoice, where we have removed the extra depth charge. 3. You are seeking an extra $25 for an extra skimmer. The skimmer quantity did not change and matches what’s on the drawings. Our base price includes one skimmer. The original drawings you provided did not show any skimmers so they were not on your estimate. Again, please refer to our price sheet. 4. You are seeking an extra $84 for added filler board. Again, I cannot justify this as nothing changed on plans to what was done on site. Yes, the guys did have to come back to put more filler board on but only because it was incorrectly done the first time. My hunch here is that there is still some things wrong with this board at the spa area as well. You may refer to the estimate you signed, and you will see a line item that states, "Price includes 1 row of forms. Additional fees will apply to additional forms." Since your original drawings did not have any elevations, we could not determine how much filler board was required. As the pool builder, it is your responsibility to ensure that your plans are accurate and match the site conditions. We rely on precise plans and correct information to provide estimates. It's important to RECEIVED 02/29/2024 ROC LEGAL
understand that we are only the excavator, not the pool builder. Therefore, we cannot take any responsibility for any errors or discrepancies in the plans provided by you. 5. You are seeking an additional $750 for hard dig conditions. Based on my observations while the work was underway, I have the guys at 2 additional hours which also lines up with what Josh and I discussed over the phone. Based on this, I can see an additional cost here of $500. The hourly count includes switching out the bucket with the hammer and the extra trimming with the bucket that is necessary to create smooth rock walls.
Based on the above, I have previously offered to pay you $3,519 for the work completed (this is $500 more than our agreement). I believe this to be more than fair. What's fair is that you pay for the work that we did. We are not charging you for anything that we did not do. We dug a 664 square foot pool with extra depth, two skimmers, and installed 24 linear feet of filler board, and had three hours of hammer time, including the other things previously mentioned. Again, you may refer to our price sheet to verify our prices.
Jake
From: Jennifer Suhr <[email redacted]> Sent: Thursday, February 22, 2024 9:19 AM To: Jacob Schwartz <[email redacted]> Cc: Fatima Soteno <[email redacted]>; Justin Suhr <[email redacted]> Subject: FINAL REQUEST FOR PAYMENT
Jake,
We have made numerous attempts to collect payment from you, however, these efforts have not been successful. After a thorough review of your plans and our notes, Justin has updated your invoice to ensure its accuracy. We kindly remind you that your full payment is now due immediately.
We must inform you that if we do not receive the payment in full by February 23rd, we will be forced to take legal action and file a complaint with the ROC for non-payment. Furthermore, we will file a claim on your bond. We appreciate your attention to this matter and look forward to your prompt payment.
Jennifer Suhr Business Manager 602-368-6475 ROC #202977, 270992, 270993 RECEIVED 02/29/2024 ROC LEGAL
ReplyReply allForward RECEIVED 03/05/2024 ROC LEGAL Legal New Mail - AZROC <[email redacted]>
RESPONSE TO Complaint 2024-02481 Jacob Schwartz <[email redacted]> Tue, Mar 5, 2024 at 9:02 PM To: "[email redacted]" <[email redacted]> Cc: "[email redacted]" <[email redacted]>
RE: Complain No. 2024-02481
Hi Please see the attached letter responding to the complaint. We have made numerous attempts to settle with this contractor. Please consider the information outlined in our letter and our proposed settlement amount. We believe this to be more than fair.
Please also cc the [email redacted] email on all future correspondence.
We look forward to hearing from you on this matter.
Kind regards,
Jacob Schwartz
Director of Engineering and Construction
JCS West LLC
---------- Forwarded message ---------- From: Jacob Schwartz <[email redacted]> To: "[email redacted]" <[email redacted]> Cc: Bcc: Date: Thu, 12 Oct 2023 22:43:50 +0000 Subject: Schwartz Pool
Current plans….. RECEIVED 03/05/2024 JAKE SCHWARTZ ROC LEGAL
DISTINCTIVE DEVELOPMENT
(c) 480.707.7573
(o) 480.900.7757
(f) 866.233.7860
www.distinctive.dev
AZ ROC #281691 | AZ ROC #329677
---------- Forwarded message ---------- From: Jacob Schwartz <[email redacted]> To: "[email redacted]" <[email redacted]> Cc: Bcc: Date: Mon, 21 Aug 2023 17:39:36 +0000 Subject: Schwartz Pool
Josh,
Here is a layout plan with dimensions for the pool at my place.
Pool Areas are as follows:
SF – Hot Tub
553 SF – Main Pool
SF – Stairs
All spoils will remain on site. So no export required. RECEIVED We should look at starting excavating the 2nd or 3rd week in September. 03/05/2024 ROC LEGAL
Let me know what you think.
Thanks,
JAKE SCHWARTZ
DISTINCTIVE DEVELOPMENT
(c) 480.707.7573
(o) 480.900.7757
(f) 866.233.7860
www.distinctive.dev
AZ ROC #281691 | AZ ROC #329677
attachments Revised Pool and Deck Elev. Plan 09-08-2023.pdf 563K Pool Dimension Plan.pdf 273K Schwartz Pool.eml 1186K Pool Dimension Plan.pdf 300K Schwartz Pool.eml 453K JCS Response 2024-02481.pdf 217K RECEIVED POOL-PLAN.pdf 03/05/2024 5863K ROC LEGAL
POOL-CALC.pdf 1645K RECEIVED 03/05/2024 ROC LEGAL MARCH 2024
Arizona Registrar of Contractors PO Box 18244 Phoenix, AZ 85005-8244
RESPONSE LETTER RE: COMPLAINT NO. 2024-02481
JCS West LLC dba International Tension Structures has received the above-referenced complaint and is pleased to offer the following response and explanation. After meeting with Josh Thorne of Imperial Excavating on several occasions to review the site conditions and plans for the project, we hired Imperial Excavating to excavate a pool and to dig some masonry wall footings. Between August 11th, 2023 and early October of that year we met with Josh on three or more different occasions face-to-face on site and exchanged numerous emails and text messages reviewing the scope of work. Their proposal for this work was signed on 10-02-2023 and they began work on October 13th. The agreed amount for this work was $3,019.00. On the first day of work on October 13th, it was observed that Imperial Excavating was setting elevations wrong in certain areas of the pool. Josh was immediately notified, and I then spent the remainder of that day assisting the guys in the performance of their work to ensure that the elevations were correctly set. During the excavation, Imperial Excavating requested to use my skid steer loader to move spoils on the site. I allowed them to do so but felt there should be a deduct provided for utilizing our equipment and fuel. During the second day of the work, Imperial Excavating claimed to hit a hard dig condition. Please note, this site has had extensive excavations performed on it and there has not been any other claim for hard dig conditions on it ever. I again spoke to Josh and asked him what kind of cost adjustment he was seeking for this. He informed me that “it was minor and would amount to a couple of hundred dollars”. Based on this amount I said to continue forward even though this did not seem to make sense based on my digging history on this site. I observed the crew performing the work and watched closely as they switched attachments on the excavator and scraped at what they claimed was a small strain of caliche. Their time for this “hard-digging” period amounted to one hour and 40 minutes. This period included their time switching attachments. Later, when the invoice for the work was received, Imperial Excavating claimed to have spent 3 hours performing hard dig on the site and was seeking an additional $750.00 for that time. This far exceeded the amount that Josh relayed to me, and it also exceeded the actual time spent doing this work. Therefore, I object to this amount. I also was onsite during the performance of this work and tracked what was being done. Neither Josh nor the office staff sending these invoices and demanding payments were on site while any of this work was being performed. As part of their invoice, Imperial Excavating was also seeking additional money for added square footage on the pool. The pool was not enlarged during construction and if anything occurred at all, it only got smaller in size. I show an excavated pool area of 485 SF. Based on this and per their estimate, Imperial Excavating should be providing a credit of $264.00 for this portion of the work. Per their invoice, Imperial Excavating claimed an additional $100 for increased depth on the pool dig. I also rejected this request as the plans were reviewed extensively with Imperial Excavating and Josh Thorne. Nothing deviated in the depth of the pool from the plans that were quoted on and from the actual work that was performed. Per their invoice, Imperial Excavating claimed an additional $25.00 for an extra skimmer. I also rejected this request as the plans and the skimmer quantity did not change from what was on the plans originally and what was done in the field. The complainants claim that the original drawings did not show skimmers is not factual. We provided an extensively engineered set of drawings that showed (2) skimmers. Imperial Excavating claimed an additional $84.00 for added filler board. Again, I reject this claim as nothing changed on the plans to what was done on site. The complainants claim that the original drawings did not show any elevations is not factual again. Josh and I exchanged many plans that we both detailed the elevations out on. This was done prior to the estimate and therefore all elevations were well understood. It should also be noted that the masonry wall footings that were excavated by Imperial Excavating had to be re- excavated due to sloppy workmanship and inadequate depth. RECEIVED 03/05/2024 JCS WEST LLC ROC LEGAL
INTERNATIONAL TENSION STRUCTURES
Based on the above, I can agree to compensate Imperial Excavating the following amounts for the Work performed:
Original Price ........................................................................................................ $3,019.00 Adjustment for Actual Pool Square Footage .......................................................... (264.00) Adjustment for “Hard Dig Condition” ...................................................................... $200.00 Adjustment for Complainants Use of Our Skid-Steer ........................................... ($600.00) Adjustment for Our Costs to Re-Excavate Wall Footings ..................................... ($850.00) Total Amount:.................................................................................................. $1,505.00
I trust you will consider all the afore-mentioned explanations in your review. I will also attach electronic communications to this email showing some of the communications we had with Imperial Excavating and Josh regarding the pool size and depth. Finally, I feel that the ROC should take note of the Complainants practice of making False Claims. A shady practice, at the very least. Should you have any questions or would like to discuss this claim further please feel free to contact me. Otherwise, we look forward to hearing from you on this important matter.
Respectfully Submitted,
_______________________________________ Jacob C. Schwartz Director of Engineering & Construction JCS West LLC
leading engineers and builders of structures
INTERNATIONAL TENSION STRUCTURES | JCS WEST LLC Toll Free: 855.292.0201 | Phone: 602.992.0201 | Fax: 866.233.7860 www.intenstructures.com RECEIVED 03/05/2024 ROC LEGAL RECEIVED 03/05/2024 ROC LEGAL RECEIVED 03/05/2024 ROC LEGAL RECEIVED 03/05/2024 ROC LEGAL RECEIVED 03/05/2024 ROC LEGAL RECEIVED 03/05/2024 ROC LEGAL
AQUATIC CONSULTANT GENERAL NOTES POOL & SPA CHEMISTRY SUMMARY PROJECT START-UP TESTING & INSPECTIONS
4444 EAST MORNING STAR LANE 1. ANY CHANGES IN CONSTRUCTION PLANS OR EQUIPMENT MUST BE ARCHITECT SHALL NOTIFY AQUA DESIGN INTERNATIONAL FOR THE POOL DESIGNER TEST ABBREV RANGE 1. POOL AND SPA SHALL NOT HAVE INTERIOR FINISH APPLIED UNTIL
CAVE CREEK, ARIZONA 85331 APPROVED BY THE OWNER. FILTRATION SYSTEM AND CHLORINATION SYSTEM ARE COMPLETE AND FOLLOWING AQUATIC FEATURE INSPECTION COORDINATION: AQUA DESIGN INTERNATIONAL READY FOR START-UP. CONTRACTOR SHALL NOTIFY OWNER IN WRITING OF 7536 N. LA CHOLLA BLVD. 2. POOL PLAN APPROVAL DOES NOT AUTHORIZE THE VIOLATION OF ANY LAW, START-UP AT LEAST TWO WEEKS PRIOR TO INTERIOR FINISH APPLICATION 1. LAYOUT AND FEATURE ELEVATION. FREE AVAILABLE CHLORINE SPA FAC 3-4 PPM TUCSON, AZ 85741 ORDINANCE, OR REGULATION AND FINAL APPROVAL IS SUBJECT TO FIELD DATE. OWNER IS RESPONSIBLE FOR SUPPLYING HALOGEN PRODUCTS AND 2. SHELL STEEL REINFORCING. ATT: MELLISA OLIVER - P.M. INSPECTION AND EVALUATION. PH CONTROL PRODUCTS FOR MAINTENANCE OF POOL BY AUTOMATIC 3. PLUMBING INSTALLATION AND PRESSURE TEST. 520 219 8929 TREATMENT SYSTEMS. 4. MAIN DRAIN PIPING. TOTAL AVAILABLE CHLORINE TAC 0.2 DIFFERENCE ALAN MONEY - P.E. 3. DECK MATERIAL OTHER THAN CONCRETE OR NON-SKID TILE MUST BE 5. PRE INTERIOR COATING.
SCHWARTZ RESIDENCE 480-972-9696 2. THE START UP CHEMICALS NEEDED TO BALANCE THE WATER ONLY. ALL 6. PUNCH LIST - PROJECT SIGNOFF. APPROVED BY THE OWNER. CALCIUM HARDNESS CH 200-400 PPM OTHER CHEMICALS WILL BE PROVIDE ON SITE BY THE OWNER BEFORE THE
JACOB & ROSANNE 4. ALL PARTS OF THE DECK MUST DRAIN NATURALLY UP TO A SLOPE DAY OF INTERIOR COATING.
SHEET INDEX BETWEEN 1% AND 2% WITH NO ACCUMULATIONS OF WATER. CYANURIC ACID CYA 30-99 PPM 3. FLUSH ENTIRE SYSTEM, INCLUDING WATER SOURCE, PRIOR TO INTERIOR FINISH APPLICATION TO ASSURE CLEAN AND POTABLE WATER INTERIOR SURFACE NOTES 5. A HYDROSTATIC PRESSURE TEST SHALL BE PERFORMED TO 35 PSI FOR 30 MINUTES AND KEEP A MINIMUM OF 25 PSI ON SYSTEM UNTIL AFTER DECK AVAILABILITY AT TIME OF APPLICATION. 1. SP-001 AQUATIC COVER SHEET A. MATERIALS TOTAL ALKALINITY TA 80-120 PPM PHASE. 1. COLOR: PER PLANS 2. SP-002 AQUATIC SITE PLAN 4. THE POOL AND SPA WILL BE MAINTAINED UNTIL PLASTER DUST IS REMOVED FROM. AFTER THIS POINT, THE POOL AND SPA CAN BE PLACED 2. MATERIALS SHALL CONFORM TO RESPECTIVE SPECIFICATIONS AND 3. SP-101 AQUATIC PLAN 6. ANY PIPE PASSING THROUGH OR UNDER FOOTINGS OR FOUNDATION pH pH 7.2-7.8 INTO OPERATION. THE OWNER'S STAFF WILL BE RESPONSIBLE FOR THE OTHER REQUIREMENTS AS FOLLOWS: WALLS SHALL BE SLEEVED TWO PIPE SIZES GREATER THAN PIPE PASSING 4. SP-111 AQUATIC PLUMBING POOL OPERATION FROM THIS POINT. a. CEMENT SHALL BE TYPE 1 CEMENT. THROUGH. COORDINATE WITH ALL TRADES. ANNULAR SPACES SHALL BE FILLED OR TIGHTLY CAULKED. b. AGGREGATES SHALL BE SUPPLIED BY THE INTERIOR SUPPLIER 5. SP-121 AQUATIC EQUIPMENT COPPER COPPER SHOULD BE 0 PPM 5. THE OWNER SHALL BE FULLY TRAINED ON SYSTEMS BETWEEN THE DATE AND WILL BE BLENDED ACCORDING TO FORMULAS ESTABLISHED OF INTERIOR COATING AND COMPLETION OF THE REMOVAL OF THE BY PEBBLE TECHNOLOGY TO ACHIEVE INTERIOR FINISH COLOR 6. SP-301 AQUATIC SECTIONS 7. LABEL PIPE SIZE, TYPE, AND FLOW DIRECTION FOR ALL POOL EQUIPMENT PLASTER DUST IN THE POOL AND SPA. SPECIFIED. WITH A MINIMUM OF 1/2 INCH TEXT PER ANSI A13. IRON IRON SHOULD BE 0 PPM 7. SP-501 AQUATIC DETAILS c. WATER SHALL BE CLEAN, FRESH, POTABLE, AND FREE OF OILS, 8. 9. SP-502 SP-503 AQUATIC DETAILS AQUATIC DETAILS 8. POTABLE WATER SUPPLY SYSTEMS SHALL BE DESIGNED, INSTALLED AND MAINTAINED SO AS TO PREVENT CONTAMINATION FROM NONPOTABLE TOTAL DISSOLVED SOLIDS TDS LESS TAHN 2500 CONCRETE & REBAR NOTES ACIDS, ALKALIS, AND ORGANIC MATTER INJURIOUS TO CEMENTITIOUS MATERIAL. LIQUIDS, SOLIDS OR GASES BEING INTRODUCED INTO THE POTABLE 1.1 PROPORTIONS AND MIXING 10. SP-504 AQUATIC DETAILS WATER SUPPLY THROUGH CROSS-CONNECTIONS OR ANY OTHER PIPING 1. NO REBOUND OR SPOILS WILL BE PERMITTED IN ANY AREA OF THE POOL PHOSPHATES PHO BELOW 100 PPB A. MATERIALS SHALL BE MIXED IN MECHANICAL MIXERS. CAKED OR CONNECTIONS TO THE SYSTEM. MEANS OF PROTECTION AGAINST CONSTRUCTION. LUMPED MATERIAL SHALL NOT BE USED. EACH BATCH SHALL BE BACKFLOW IN THE POTABLE WATER SUPPLY SHALL BE PROVIDED ACCURATELY PROPORTIONED BY VOLUME, BASED ON COLOR JCS WEST LLC CHEMICALS & STORAGE THROUGH AN AIR GAP COMPLYING WITH ASME A112.1.2 INTERNATIONAL 2. SHOTCRETE SHALL BE PROPORTIONED AND PLACED ACCORDING TO IBC FORMULAS ESTABLISHED BY MANUFACTURER, THEN MIXED WITH A Z L I C E N S E N U M B E R S : PLUMBING CODE. 2018 SECTION 1913, ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, MINIMUM AMOUNT OF WATER UNTIL UNIFORM IN COLOR AND CLASS A GENERAL ENGINEERING: 281691 SHALL NOT BE LESS THAN FIVE TO ONE. CONSISTENCY. RE-TEMPERING WILL NOT BE PERMITTED AND PEBBLE GENERAL DUAL BUILDING GC KB-1: 329677 9. AQUATIC BODY'S SHALL BE BONDED WITH A #8 COPPER WIRE TIED INTO COMMON PROPERTY NAME: HYPOCHLORITE (BLEACH) -NaOCL FINA® MATERIAL THAT HAS BEGUN TO “SET” PRIOR TO APPLICATION 3. DESIGN BASED ON 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI. TYPE V WILL BE DISCARDED. THE MECHANICAL SYSTEM FOR EACH BODY OF WATER, SEE: BOND DETAIL. MATERIAL: OXIDIZER CEMENT ONLY. IF WATER SOLUBLE SULFATE IN SOIL IS LESS THAN 0.10% EACH MECHANICAL SYSTEM SHALL THEN BE BONDED TO THE ELECTRIC BY WEIGHT, THEN MIN. 2,500 PSI SHOTCRETE CAN BE USED. B. MIX PROPORTIONS: MIXTURE IS ONE-TO-ONE RATIO OF CEMENT AND PANEL THAT SUPPLIES POWER TO THAT FEATURE. FOLLOW USA NATIONAL CLASS: 1 PEBBLE. SLUMP SHOULD BE THAT WHICH IS GREATEST TO ALLOW ENGINEERING: ELECTRIC CODE FOR BONDING GRID AROUND PERIMETER OF STRUCTURE. CODE COMPLIANCE 4. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL PROPER PUMPING THROUGH STANDARD POOL PLASTER PUMP. STORAGE AMOUNT: MAXIMUM STORAGE PER TABLE 5003.1.1(1) - 400 GAL. BE AT LEAST 40 BAR DIAMETERS. ALL BENDS SHALL BE SHARP. IBC 2012 ADDITIVES MAY BE USED TO AID IN RETARDATION OR ACCELERATION OF 10. BYPASSING TO A SWALE OR DRYWELL RECOMMENDED PROCESS TO TAKE ON SITE STORAGE: (1) 35 GAL. TANKS AS NEEDED BY OWNER SHALL BE USED AS A GUIDELINE. SET TIME AND WILL BE DETERMINED ON JOBSITE AT DISCRETION OF POOL WATER BACK TO OPERATIONAL LEVELS, IN THE EVENT THE POOL CREW FOREMAN, BASED ON CONDITION OF SHELL, AMBIENT 1. GUIDELINES FOR RESIDENTIAL POOLS - CAVE CREEK, AZ SHOULD EVER EXPERIENCE HIGH WATER LEVELS OR AN OVERFLOW FROM USED IN CLOSED SYSTEM: (1) 35 GALLON CHEMICAL TANKS 5. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE TEMPERATURE, AND VARIOUS OTHER FACTORS. EXCESSIVE RAIN FALL. CSA REGISTRATION NO: 7681-52-9 INSIDE GROUT FACE TO REBAR SHOULD BE A MINIMUM OF "TG" MINUS 3 2. VIRGINIA GRAEME BAKER POOL & SPA SAFETY ACT INCHES. PART 2 - EXECUTION Aug 24, 2022 11. POOL CONTRACTOR SHALL TEST FILL WATER PER SPECIFICATION. 3. INTERNATIONAL POOL & SPA CODE (ISPSC) 2018 COMMON PROPERTY NAME: HYDROCHLORIC ACID - HCL 6. A PRESSURE RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN 2.1 SURFACE PREPARATION AREAS WHERE THE GROUND WATER TABLE OR POTENTIAL PERCHED 23 12. ALL POOL AND SPA EQUIPMENT COMPLY TO 2018 ISPSC SECTIONS 313, 315, MATERIAL: CORROSIVE WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY YEAR. A. SURFACE PREPARATION: PROPER SURFACE PREPARATION IS 4. INTERNATIONAL BUILDING CODE (IBC) 2018 (W/ AMENDMENTS) 316, 317 & 321. ESSENTIAL AND SHALL BE INSPECTED BY OWNER/ REPRESENTATIVE OF CLASS: 1 CONSTRUCTION PROJECT PRIOR TO RELEASE TO AND PLACEMENT OF 7. SOIL SHALL HAVE MINIMUM BEARING VALUE OF 1,500 PSF. SHOTCRETE SHALL BE PLACED AGAINST FIRM UNDISTURBED SOIL. INTERIOR FINISH BY PEBBLE SHEEN® APPLICATOR. SURFACES MUST BE STORAGE AMOUNT: MAXIMUM STORAGE PER FIRE CODE - 35 GAL. FREE OF FROST, PAINT, OIL GREASE AND FOREIGN MATTER PRIOR TO ON SITE STORAGE: 1 GALLON - STORED IN SEALED CONTAINER RELEASE FROM AN APPROVED APPLICATOR.
AQUATIC DATA 8. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM USED IN CLOSED SYSTEM: CHEMICAL ADDED TO POOL AS NEEDED OF THE POOL EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY 2.2 APPLICATION ELECTRICAL NOTES CSA REGISTRATION NO: 7647-01-0 PRIOR TO PLACEMENT OF SHOTCRETE. A. MACHINE APPLICATION: COATS SHALL BE APPLIED BY MEANS OF 9. IF SLOPES ARE GREATER THAN 2:1 OR IF SLOPES ARE ENCOUNTERED IN EFFICIENT PLASTER PUMP. MIX PROPORTIONS SHALL BE APPROPRIATE 1. POOL FOR USE WITH THESE MACHINES. ALTERNATE MEANS OF DELIVERY MAY GENERAL OPERATIONS: EXPANSIVE SOILS WITH RAISED BOND BEAMS, THE ENGINEER SHOULD BE PERIMETER: 131 FT. ALL ELECTRICAL WORK SHALL COMPLY WITH: 2020 NEC - ARTICLE 680 BE REQUIRED DUE TO SITE CONDITIONS. ALTERNATIVES MUST BE CONTACTED BEFORE PROCEEDING. SURFACE AREA: 671 SQFT. APPROVED BY THE MANUFACTURER. APPROXIMATE VOLUME: 16,600 GALLONS - 680.3 - CORD AND PLUG-CONNECTED EQUIPMENT 10. MINIMUM RADIUS FOR WALL TO FLOOR TRANSITION FOR STRAIGHT WALLS - 680.8 - OVERHEAD CONDUCTOR CLEARANCES B. THICKNESS: INTERIOR SHALL BE FINISHED TO SEMI-SMOOTH FINISH MINIMUM TURNOVER: 8 HRS CLEANING NOTES: ALL FILTER CLEANING WATER SHELL BE DISCHARGED PER IS AS FOLLOWS: - 680.9 - ELECTRIC WATER HEATER WITHIN LIMITS OF ESTABLISHED TRADE PRACTICES FOR HAND TROWEL MINIMUM FLOW RATE: 35 GPM ARCHITECT. - 680.10 - UNDERGROUND WIRING LOCATION AGGREGATE SURFACE. THICKNESS OF MATERIAL FROM FACE OF DESIGNED TURNOVER: 2.8 HRS DEPTH, FT. MIN. RADIUS - 680.11 - EQUIPMENT ROOM AND PITS GUNITE/ SHOTCRETE STRUCTURE TO SURFACE SHALL BE NO LESS DESIGNED FLOW RATE: 100 GPM - 680.12 - DISCONNECTING MEANS 1. FILTER CLEANING SHALL TAKE PLACE WHEN THE THE DIFFERENTIAL THAN ½” AVERAGE MINIMUM THICKNESS. SCUPPER FLOW RATE: 120 GPM 3.0 6 IN.
GILA AND SALT RIVER BASE AND MERIDIAN - 680.21 - MOTORS PRESSURE BETWEEN THE INFLUENT AND INFLUENT PRESSURE GAUGES FILTRATION RATE: 14.2 GPSF READ APPROXIMATELY 4-5 PSI DIFFERENCE. 4.0 9 IN. C. APPLICATION MUST BE DONE BY LICENSED APPLICATOR UTILIZING - 680.22 - AREA LIGHTING, RECEPTACLES AND EQUIPMENT 5.0 1 FT. PROCEDURES AND EQUIPMENT APPROVED BY THE MANUFACTURER. - 680.23 - UNDERWATER LUMINARIES 2. SPA - 680.24 - JUNCTION BOXES 1. TWO-COAT PROCESS SHALL BE APPLIED TO VERTICAL SHELL 11. ALL ELECTRICAL SHALL BE SECURELY GROUNDED BEFORE SHOTCRETE IS PERIMETER: 36 FT. - 680.25 - FEEDERS HEATER NOTES PLACED. SURFACES AND ONE-COAT PROCESS ON FLOORS.
4444 EAST MORNING STAR LANE - 680.26 - BONDING
MARICOPA COUNTY, ARIZONA SURFACE AREA: 80 SQFT. 2. SCRATCH COAT: SCRATCH COAT SHALL NOT BE APPLIED UNTIL
CAVE CREEK, ARIZONA 85331 - 680.27 - SPECIALIZED EQUIPMENT CONDITIONS UNDER SURFACE PREPARATION HAVE BEEN MET. APPROXIMATE VOLUME: 1,380 GALLONS 12. ALL APPLICABLE STATE AND LOCAL LAWS AND CODES SHALL BE
SEC#31 TWP#5N RANGE 4E - 680.50 - GENERAL SCRATCH COAT THICKNESS SHALL BE CAREFULLY CONTROLLED TO
E 150F OF S2 NW4 SW4 SE4 MINIMUM TURNOVER: 30 MIN 1. THE SPA HEATER SHALL: FOLLOWED. - 680.51 - LUMINAIRES, SUBMERSIBLE PUMPS, AND OTHER FILL NORMAL SURFACE IRREGULARITIES. COATING WILL FOLLOW
MAIN HOUSE ADDITION MINIMUM FLOW RATE: 46 GPM - SUBMERSIBLE EQUIPMENT A.) MEET ASME STANDARDS
SCHWARTZ RESIDENCE 13. ANY CONDITION NOT SPECIFICALLY COVERED IN THIS PLAN OR UNUSUAL MOST CONTOURS OF EXISTING SHELL. DESIGNED TURNOVER: 13.8 MIN - 680.52 - JUNCTION BOXES AND OTHER ENCLOSURES B.) BOND BOILER PER ELECTRIC CODE DESIGNED FLOW RATE: 100 GPM CONDITIONS ENCOUNTERED DURING EXCAVATION SHALL BE BROUGHT TO 3. FINISH COAT: FINISH COAT, FOLLOWING SPECIFIED MIX - 680.53 - BONDING C.) HAVE A CODE COMPLIANT GAS TRAIN ASSEMBLY THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING. PROPORTIONS, SHALL BE PNEUMATICALLY APPLIED OVER - 680.54 - GROUNDING D.) HAVE A NATURAL GAS APPLIANCE APPROVED BALL/SHUTOFF VALVE - 680.55 - METHODS OF GROUNDING PROVIDED BY THE BOILER INSTALLATION CONTRACTOR PARTIALLY DRY BOND COAT. FINISH COAT SHALL BE FLOATED TO 14. POOL SHALL BE MAINTAINED FULL OF WATER EXCEPT DURING CHANGE OF SEMI-SMOOTH SURFACE, AND TROWEL IN MANNER THAT WILL - 680.56 - CORD-AND-PLUG-CONNECTED EQUIPMENT
212-12-004J SCOPE OF WORK WATER OR SIMILAR SHORT TERM MAINTENANCE ACTIVITIES. ACHIEVE COMPACTION OF AGGREGATES THAT MEET STANDARDS - 680.57 - SIGNS 2. IMC SECTION 1010.1: - 680.58 - GFCI PROTECTION FOR ADJACENT OUTLETS FOR AUTHORIZED APPLICATOR. A.) THE DISCHARGE OF THE RELIEF VALVE SHALL BE PIPED TO WITHIN 18 15. PLAN IN COMPLIANCE WITH IBC. - ANY ADDITIONAL STATE AND LOCAL REQUIREMENTS INCHES OF THE FLOOR OR TO AN OPEN RECEPTACLE (IMC 1006.1) B.) NO VALVE SHALL BE PLACED BETWEEN THE SAFETY RELIEF VALVE 16. WET CURE SHALL BE IN ACCORDANCE WITH ACI-506.2-95 SECTION 3.8 THESE DRAWINGS REPRESENT THE POOL AND SPA FOR THIS PROJECT. AND THE HEATER, NOR ON THE DISCHARGE PIPE BETWEEN THE SAFETY ALL DECKING LIMITS, DRAINAGE, WALKWAYS, FENCING DESIGN, BATHROOMS RELIEF VALVE AND THE ATMOSPHERE (IMC 1006.1) 17. SHOTCRETE SHALL BE AT MINIMUM EQUAL TO CEMEX (MIX CODE: 1559997) DESIGN, UTILITIES, AND OTHER STRUCTURES SHOWN ON THE PLAN ARE 4,000 PSI, 83" FLY ASH SHOTCRETE 3. ENERGY EFFICIENCY STANDARDS SECTION POTABLE WATER DOCUMENTED BY OTHER DISCIPLINES. THE CONTRACTED SCOPE OF WORK
COUNTY ASSESSOR'S #: A.) ANY POOL OR SPA HEATING SYSTEM OR EQUIPMENT MAY BE FOR THE POOL AND SPA DESIGN REPRESENTS THE FOLLOWING:
LEGAL DESCRIPTION: INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE
PROJECT ADDRESS: SYSTEM OR EQUIPMENT HAS THE FOLLOWING: SPECIFICATIONS: 603.5.20 SWIMMING POOLS, SPAS, AND HOT TUBS. · POOL & SPA TYPE: ON-GRADE i.) THERMAL EFFICIENCY THAT COMPLIES WITH THE APPLIANCE · POOL & SPA SIZE: PER DESIGN REQUIREMENTS POTABLE WATER SUPPLY TO SWIMMING POOLS, SPAS, AND HOT TUBS SHALL EFFICIENCY REGULATION BE PROTECTED BY AN AIR GAP OR A REDUCED PRESSURE PRINCIPLE CONSTRUCTION TYPE: PNEUMATICALLY PLACED SHOTCRETE
PROJECT: · BACKFLOW PREVENTER IN ACCORDANCE WITH THE FOLLOWING: · WALL AND FLOOR COATING: PEBBLE FINA ii.) ON/OFF SWITCH MOUNTED TO OUTSIDE OF HEATER THAT (1) THE UNIT IS EQUIPPED WITH A SUBMERGED FILL LINE. ALLOWS SHUTTING OFF THE HEATER WITHOUT ADJUSTING THE · FILTRATION SYSTEM: SAND FILTER SYSTEM THERMOSTAT AND INSTRUCTIONS CONSISTING OF A PERMANENT, · SANITATION SYSTEM: PUMPS AND TANKS, CHEMISTRY CONTROLLER THE POTABLE WATER SUPPLY IS DIRECTLY CONNECTED TO THE UNIT EASILY READABLE AND WEATHERPROOF PLATE OR CARD THAT CIRCULATION SYSTEM. GIVES INSTRUCTIONS FOR THE ENERGY EFFICIENT OPERATION OF THE POOL OR SPA HEATER AND FOR PROPER CARE WHEN THE POOL OR SPA WATER COVER IS USED. DATE: INCLUDED IN DESIGN PACKAGE: · INSTALL OF POOL & SPA CONCRETE SHELL AND PIPING. iii.) NO ELECTRIC RESISTANCE HEATING. 08/29/2022 · POOL & SPA INSTALLED AS A COMPLETE WORKING SYSTEM. · COPING AT POOL EDGE & COPING AT SPA EDGE WITH PROVISIONS FOR 4. EQUIPMENT AND APPLIANCES SHALL BE INSTALLED AS REQUIRED BY THE DECKING (BY OTHERS). TERMS OF THEIR APPROVAL, IN ACCORDANCE WITH THE CONDITIONS OF ISSUED FOR: THEIR LISTING THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND · INSTALLATION OF TILE & INTERIOR SURFACE. CODE. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE PERMIT SUBMITTAL · TILE AT BORDER OF POOL & SPA. AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION. (IMC 304.1) · COMPLETE FILTRATION AND SANITATION EQUIPMENT. · ELECTRICAL PANEL WITH CHEMICAL FEED INTERLOCK PROVIDED BY G.C. 5. VENTING FOR THE SPA HEATER SHALL BE IN ACCORDANCE WITH ALL · INTERIOR LIGHTING TO GFCI CIRCUIT. REQUIREMENTS OF THE MANUFACTURERS INSTALLATION INSTRUCTIONS REVISIONS: · INTERCONNECTION OF POOL PIPING TO FILTRATION SYSTEM. (Sch. 40 PVC) AND THE 2018 IMC CHAPTER 8. · CONNECTION OF FRESH WATER FILL PROVIDED BY G.C. (PROTECTED) TO 1 AUTOMATIC WATER LEVEL SYSTEM. 6. THIS HEATER IS CERTIFED BY CSA INTERNATIONAL AS COMPLYING WITH THE STANDARD FOR GAS FIRED POOL HEATERS, ANSI Z21.56/CSA 4.7, · RELATED PERMITTING AND INFORMATION. AND IS INTENDED FOR USE IN HEATING FRESH WATER SWIMMING POOLS 3 · START-UP AND OWNER TRAINING. OR SPAS. 4 · INITIAL CHEMICAL BATCH AND WATER BALANCING. 5 · OPERATION GUIDE MANUAL. 6
SHEET TITLE:
AQUATIC COVER SHEET
SHEET NO.:
SP-001 RECEIVED 03/05/2024 ROC LEGAL
BUILDING INFORMATION SYMBOL KEY
4444 EAST MORNING STAR LANE PROJECT ADDRESS: 4444 E. MORNING STAR LANE
CAVE CREEK, ARIZONA 85331 CAVE CREEK, ARIZONA 85331 DETAIL BLOCK REFERENCE: REFERENCE NUMBER / SHEET NUMBER ARIZONA PARCEL NO: 212-12-004J LEGAL DESCRIPTION: E150F OF S2 NW4 SW4 SE4 GOVERNING JURISDICTION: MARICOPA COUNTY
SCHWARTZ RESIDENCE ZONING: RU-43 WINDOW BOX
JACOB & ROSANNE TYPE OF CONSTRUCTION: TYPE V-B SP001 OCCUPANCY CLASSIFICATION: R-3 FEMA FLOOD ZONE DESIGNATION: AO (AE PENDING) SITE AREA: 49,520 SF (1.14 ACRES)
SECTION REFERENCE: SECTION LETTER / SHEET NUMBER
VICINITY MAP NTS SP001 VEW DIRECTION
JCS WEST LLC A Z L I C E N S E N U M B E R S : CLASS A GENERAL ENGINEERING: 281691 GENERAL DUAL BUILDING GC KB-1: 329677
SYMBOL KEY ENGINEERING: SP-111 3'-6" DEEP
4'-6" DEEP
4'-0" DEEP
3'-0" DEEP MAIN DRAINS
WALL INLET Aug 24, 2022
LED LIGHT 23 6" DEEP
SP-101 SKIMMER
AUTOFILL
JET FITTING
GFCI OUTLET
GILA AND SALT RIVER BASE AND MERIDIAN MATERIAL SYMBOLS KEY
4444 EAST MORNING STAR LANE
MARICOPA COUNTY, ARIZONA CAVE CREEK, ARIZONA 85331 WATER EARTH
SEC#31 TWP#5N RANGE 4E E 150F OF S2 NW4 SW4 SE4 MAIN HOUSE ADDITION SCHWARTZ RESIDENCE WATER CONCRETE PROOFING
212-12-004J COUNTY ASSESSOR'S #: SITE PLAN NOTES
LEGAL DESCRIPTION: PROJECT ADDRESS: 1. THESE DRAWINGS REPRESENT AQUATIC FEATURES FOR THIS PROJECT. ALL DECKING LIMITS, DRAINAGE, WALKWAYS, FENCING DESIGN,
PROJECT: BATHROOM DESIGNS, UTILITIES, AND OTHER STRUCTURES SHOWN ON THE SITE PLAN SHALL BE DOCUMENTED BY OTHER DISCIPLINES LISTED ON THE TITLE BLOCK. 2. ACCESS PATHWAYS TO THE POOL & SPA EDGE SHALL BE PROVIDED ON THE ARCHITECTURAL SHEETS. DATE:
08/29/2022
ISSUED FOR: W D PERMIT SUBMITTAL
REVISIONS:
SHEET TITLE:
AQUATIC SITE PLAN SCHWARTZ RESIDENCE - MAIN HOUSE (SITE PLAN) Scale: 1:10 NORTH SHEET NO.:
SP-002 RECEIVED 03/05/2024 ROC LEGAL
DE DESIGN ELEMENT
4444 EAST MORNING STAR LANE DE1. COPING STONE: COORDINATE WITH ARCHITECT. (QTY. SEE PERIMETER). SEE: SHEET SP-501, DETAIL 1.
CAVE CREEK, ARIZONA 85331 DE2. POOL & SPA BEAM: SEE: SHEET SP-501, DETAIL 1. (QTY. SEE PERIMETER)
DE3. WATER LINE TILE: DALTILE OR EQUAL; 6"X6", FROST PROOF, GLAZED, CONTRASTING TO INTERIOR, COLOR OR MODEL: CONTRACTOR TO SUBMIT TO OWNER FOR APPROVAL. SEE: SHEET SP-503, DETAIL 2.
SCHWARTZ RESIDENCE (QTY. SEE PERIMETER)
JACOB & ROSANNE DE4. SAFETY EDGE TILE: 2"X2", SLIP RESISTANT, CONTRASTING. SUBMIT COLOR TO OWNER FOR APPROVAL. SEE: SHEET SP-503, DETAIL 3.
DE5. SPILLWAY TILE: 2"X2", SLIP RESISTANT, CONTRASTING. SUBMIT COLOR TO OWNER FOR APPROVAL. SEE: SHEET SP-501, DETAIL 2.
DE6. WATERPROOFING: PRODUCT OF AQURON CORPORATION; CONCRETE POOL SHELL PROTECTOR (CPSP). APPLIED AFTER SHOTCRETE HAS CURED AND PRIOR TO INTERIOR POOL FINISH. SEE: SHEET SP-503, DETAIL 4. (QTY. INTERIOR AREA)
DE7. INTERIOR FINISH: INTERIOR FINISH: PEBBLEFINA. SUBMIT COLOR TO OWNER FOR APPROVAL. WATERPROOFING MUST BE DRY PRIOR TO APPLYING INTERIOR FINISH. SEE: SHEET SP-503, DETAIL 4. (QTY. INTERIOR AREA)
I IMBED I1. MAIN DRAIN - POOL: PARAMOUNT SDX2, 10", DRAIN GRATE COLOR TBD, VGB COMPLIANT, RATED SUMP-LESS. SEE: SHEET SP-501, DETAIL 6. (QTY. 2) JCS WEST LLC I2. MAIN DRAIN - SPA: PARAMOUNT SDX2, 10", DRAIN GRATE COLOR TBD, VGB A Z L I C E N S E N U M B E R S : COMPLIANT, RATED SUMP-LESS. SEE: SHEET SP-501, DETAIL 6. (QTY. 2) CLASS A GENERAL ENGINEERING: 281691 GENERAL DUAL BUILDING GC KB-1: 329677 I3. SCUPPER SUCTION: PARAMOUNT SDX2, 10", DRAIN GRATE COLOR TBD, VGB COMPLIANT, RATED SUMP-LESS. SEE SHEET SP-501, DETAIL 8. (QTY. 4 )
I4. HYDROSTATIC RELIEF VALVE: RECRONICS; PN# 34-601. SEE SHEET SP-501, ENGINEERING: DETAIL 9. (POOL QTY. 1) (SPA QTY. 1)
I5. SKIMMER - POOL: WATERWAY PLASTICS. MODEL: RENEGADE MODEL# 540-6410, WHITE, 75 GPM RATED. SKIMMER LID; POUR-A-LID BY STETSON DEVELOPMENT, ROUND LID, MODEL #201-PAL. COORDINATE LID COLOR WITH COPING. SEE SHEET SP-502, DETAIL 1 & 3. (POOL QTY. 2) Aug 24, 2022 I6. AUTO FILL - POOL: MP INDUSTRIES INC., MODEL #MP-1953-J OR EQUAL, ROUND LID, MODEL #201-PAL. COORDINATE LID COLOR WITH ARCHITECT. SEE: SHEET SP-502, DETAIL 2 & 3. (QTY. 1) 23
I7. WALL INLET: PENTAIR, MODEL #08429, CYCOLAC "EYEBALL" INLET, WHITE. SEE: SHEET SP-502, DETAIL 5 & 6. (QTY. 7)
I8. FLOOR INLET: PENTAIR, MODEL 08417-0000, WHITE. SEE: SHEET SP-502, DETAIL 7. (QTY. 2)
I9. JET FITTING - SPA: WATERWAY, POLY STORM, MODEL #229-1107. WATERWAY, POLY STORM, MODEL #210-5860 FOR DAM WALL. SEE: SHEET SP-502, DETAIL 8 & 9. (QTY. 8)
I10. LIGHT NICHE - POOL: PENTAIR; MODEL #79206700, LARGE PVC NICHE, PLASTIC. SEE: SHEET SP-503, DETAIL 8. (QTY. 2)
I11. LIGHT NICHE - SPA: PENTAIR; MODEL #79206600, SMALL PVC NICHE, PLASTIC. SEE: SHEET SP-503, DETAIL 9. (QTY. 1)
I12. SCUPPERS: PEBBLE TECHNOLOGY, CHUTE FLOW, #FAW-CF012, 12", BLACK
GILA AND SALT RIVER BASE AND MERIDIAN POWDER COAT. SEE: SHEET SP-502, DETAIL 4. (QTY. 3)
SP-301 I13. FIRE BOWL: BY OTHERS.
4444 EAST MORNING STAR LANE
MARICOPA COUNTY, ARIZONA CAVE CREEK, ARIZONA 85331 I5
ELECTRICAL
SEC#31 TWP#5N RANGE 4E I13
E 150F OF S2 NW4 SW4 SE4 E
MAIN HOUSE ADDITION SCHWARTZ RESIDENCE E1. LIGHT - POOL: PENTAIR; MODEL #601106, INTELLIBRITE 5G LED, 300 WATT EQUIVALENT, 12V, 50FT CORD. SEE: SHEET SP-503, DETAIL 8. (QTY. 2) E2. LIGHT - SPA: PENTAIR; MODEL #640151, INTELLIBRITE 5G LED, 100 WATT
212-12-004J SP-301 EQUIVALENT, 12V, 50FT CORD. SEE: SHEET SP-503, DETAIL 9. (QTY. 1) I12 DE1 DE3 E3. BONDING DIAGRAM: PER NEC CODE REQUIREMENTS. SEE: SHEET SP-503, DE2 DETAIL 7. DE6 I1
DE7
COUNTY ASSESSOR'S #: I9
LEGAL DESCRIPTION: I3 4'-6" DEEP
4'-0" DEEP 3'-6" DEEP
3'-0" DEEP
PROJECT ADDRESS: SP-301 I4 DE4
PROJECT: I7 DE5 I1 3'-6" DEEP
I2 I2 E3
I7 DATE:
I10 08/29/2022 I4 E1 I11 E2 ISSUED FOR:
PERMIT SUBMITTAL
I8 I6 REVISIONS:
DE1 6" DEEP DE2
SPA FITTING & KEYNOTE PLAN (LAYOUT) POOL FITTING & KEYNOTE PLAN (LAYOUT) Scale: 1/2" = 1' 2 Scale: 1/4" = 1' SHEET TITLE:
AQUATIC PLAN
SHEET NO.:
SP-101 RECEIVED 03/05/2024 ROC LEGAL
PS POOL & SPA PLUMBING
4444 EAST MORNING STAR LANE PS3 NOTE: SCH 80 IN EQ SPACE AND 5 FT BEYOND EQ SPACE. TRANSITION TO SCH 40 OUTSIDE EQ SPACE.
CAVE CREEK, ARIZONA 85331 DESIGN FLOW RATE FOR POOL & SPA CIRCULATION - 100 GPM PP6 PP6 PP6 PS1. MAIN DRAIN CIRCULATION SUCTION TRUNK - POOL: 3" PVC - 100 GPM - 100% MAX. FLOW THROUGH MAIN DRAIN 100 GPM @ 4.9 FPS < 5 FPS
PS7 PS2. SKIMMER CIRCULATION SUCTION TRUNK - POOL:
SCHWARTZ RESIDENCE 3" PVC - 100 GPM - 100% MAX. FLOW THROUGH SKIMMER 100 GPM @ 4.9 FPS < 5 FPS PS7A
JACOB & ROSANNE PS3. SKIMMER CIRCULATION SUCTION LOOP - POOL: 2" PVC - 100 GPM - 50% MAX. FLOW THROUGH LOOP 50 GPM @ 4.8 FPS < 5 FPS
PS4. MAIN DRAIN CIRCULATION SUCTION TRUNK - SPA: 3" PVC - 100 GPM - 100% MAX. FLOW THROUGH MAIN DRAIN 100 GPM @ 4.9 FPS < 5 FPS PS1 PS10 PS5. CIRCULATION INLET TRUNK - POOL: (IN EQUIPMENT SPACE) PS11 2-1/2" PVC - 100 GPM - 100% MAX. FLOW THROUGH SYSTEM 100 GPM @ 7.6 FPS < 8 FPS
PS6. INLET LOOP - POOL: (IN EQUIPMENT SPACE) PS9 PP1 2-1/2" PVC - 100 GPM - 50% MAX. FLOW THROUGH LOOP 50 GPM @ 3.3 FPS < 8 FPS
PS7. WALL INLET TRUNK - POOL: PS2 PP2 2-1/2" PVC - 100 GPM - 90% MAX. FLOW THROUGH TRUNK 90 GPM @ 6.0 FPS < 8 FPS
PS7A. WALL INLET LOOP - POOL: PS4 PS8 PP3 2" PVC - 90 GPM - 50% MAX. FLOW THROUGH LOOP 45 GPM @ 4.3 FPS < 8 FPS PS12 PS8. FLOOR INLET TRUNK - POOL: 2" PVC - 100 GPM - 10% MAX. FLOW THROUGH TRUNK 10 GPM @ 1.0 FPS < 8 FPS
PS9. JET INLET TRUNK - SPA: JCS WEST LLC 2-1/2" PVC - 100 GPM - 100% MAX. FLOW THROUGH SYSTEM 100 GPM @ 7.6 FPS < 8 FPS A Z L I C E N S E N U M B E R S : CLASS A GENERAL ENGINEERING: 281691 PS10. JET INLET LOOP - SPA: GENERAL DUAL BUILDING GC KB-1: 329677
E1 2" PVC - 100 GPM - 50% MAX. FLOW THROUGH LOOP 50 GPM @ 3.3 FPS < 8 FPS
PS11. REMOTE AIR TRUNK: SEE: SHEET SP-503, DETAIL 1. 1-1/2" PVC - N/A GPM ENGINEERING:
PS12. REMOTE AIR LOOP: PS13 1-1/2" PVC - N/A GPM
PS13. COLD WATER SUPPLY - POOL & SPA: 1" PVC - N/A Aug 24, 2022
PP SCUPPER PLUMBING 23
NOTE: SCH 80 IN EQ SPACE AND 5 FT BEYOND EQ SPACE. TRANSITION TO SCH 40 OUTSIDE
POOL & SPA PLUMBING PLAN EQ SPACE.
Scale: 1/4" = 1' DESIGN FLOW RATE FOR WEIR OVERFLOW SYSTEM - 120 GPM
PP1. SCUPPER WALL SUCTION TRUNK : 4" PVC - 120 GPM - 100% MAX. FLOW THROUGH MAIN DRAIN 120 GPM @ 3.4 FPS < 5 FPS
PP2. SCUPPER WALL SUCTION LOOP: 3" PVC - 120 GPM - 50% MAX. FLOW THROUGH LOOP 60 GPM @ 2.6 FPS < 5 FPS
PP3. SCUPPER WALL SUCTION BRANCHES: (QTY. 4) 3" PVC - 120 GPM - 25% MAX. FLOW THROUGH BRANCH 30 GPM @ 1.3 FPS < 5 FPS
PP4. SCUPPER INLET TRUNK: (IN EQUIPMENT SPACE) 3" PVC - 120 GPM - 100% MAX. FLOW THROUGH SYSTEM 120 GPM @ 5.8 FPS < 8 FPS
GILA AND SALT RIVER BASE AND MERIDIAN HYPER DISSOLVED PP5. SCUPPER INLET LOOP: (IN EQUIPMENT SPACE) OXYGEN SYSTEM SPA JETS (100 GPM) 2" PVC - 120 GPM - 50% MAX. FLOW THROUGH LOOP 60 GPM @ 6.5 FPS < 8 FPS (8) @ 13 GPM EACH PP6. SCUPPER INLET BRANCHES: (QTY. 3)
4444 EAST MORNING STAR LANE 2" WATER LOOP & 1.5" AIR LOOP
MARICOPA COUNTY, ARIZONA OZONE GENERATOR 2" PVC - 120 GPM - 33% MAX. FLOW THROUGH SYSTEM 40 GPM @ 4.4 FPS < 8 FPS
CAVE CREEK, ARIZONA 85331 2.5"
SEC#31 TWP#5N RANGE 4E E 150F OF S2 NW4 SW4 SE4 ELECTRICAL
MAIN HOUSE ADDITION E
SCHWARTZ RESIDENCE E1. LIGHT CONDUIT- 1" MIN 2.5" LOOP
212-12-004J (IN EQ ROOM) TO INTELLICENTER 2.5" 2.5" 2" LOOP COPPER BLOW OFF (IN SPA) LINE TO FLOOR DRAIN
POOL WALL RETURN SYSTEM 90 GPM (9) @ 10 GPM EACH
COUNTY ASSESSOR'S #: LEGAL DESCRIPTION: PROJECT ADDRESS: LIQUID ACID CHLORINE 2" POOL FLOOR RETURN SYSTEM 10 GPM (2) @ 5 GPM EACH ASME HEATER
PROJECT: 2"
CIRCUIT INTERLOCKED WITH POOL CIRC. PUMP WATER FEATURE RETURN SYSTEM CHEM INTELLICENTER 120 GPM CONTROLLER DATE: 2.5" (3) @ 40 GPM EACH SKIMMER PH SENSOR 08/29/2022 (1) @ 75 GPM 2" 3" 2" LOOP
2" LOOP BACKWASH ISSUED FOR: 2" TO WASTE PERMIT SUBMITTAL 3" AIR GAP POOL MAIN 2" DRAIN SYSTEM
SAND LOW VOLTAGE REVISIONS: 2.5" FILTER TRANSFORMER TR-140C 3" 1 TO TIME CLOCK 3" TO 2 INTELLICENTER JUNCTION INTELLICENTER 3 3" BOX 4 3" LOOP
3" 3" 4" SPA MAIN 5
DRAIN SYSTEM 3" 6
SPA 7
CIRCULATION PUMP 3" BOOSTER PUMP INTELLIFLO VSF POOL INTELLIFLO VSF SET TO 100 GPM LIGHTING SET TO 120 GPM POOL SYSTEM WATER FEATURE SHEET TITLE: SUCTION SYSTEM (WALL) AQUATIC PLUMBING POOL & SPA PLUMBING SCHEMATIC WATER FEATURE PLUMBING SCHEMATIC Scale: NTS 3 Scale: NTS SHEET NO.:
SP-111 RECEIVED 03/05/2024 ROC LEGAL
C CIRCULATION EQUIPMENT
4444 EAST MORNING STAR LANE S2 C1. CIRCULATION PUMP - POOL & SPA (P-1): PENTAIR, MODEL: INTELLIFLO VSF, #011056, 3.95
CAVE CREEK, ARIZONA 85331 THP, 230V. SEE PUMP CURVE. (QTY. 1)
C2. CIRCULATION FILTER - POOL & SPA: PENTAIR, TRITON II SAND, #140316, 7.06 SQFT, TR140C. (QTY. 1)
C3. HEATER - POOL: PENTAIR; ETI 400, 400 ASME, #461113. SEE: SP-504, DETAIL 4. (QTY. 1) VENTING BY OTHERS
SCHWARTZ RESIDENCE V4 C4. SCUPPER PUMP (P-2): PENTAIR, MODEL: INTELLIFLOXF VSF, #022056, 3.95 THP, 230V. SEE PUMP CURVE. (QTY. 1)
JACOB & ROSANNE S SANITATION EQUIPMENT C3 S1. CHEMISTRY CONTROLLER - POOL & SPA: PENTAIR, INTELLICHEM, MODEL #522622, CONTROLLER AND ACID AND CHLORINE TANKS WITH TANK MOUNTED PUMPS. (QTY. 1)
S2. OXYGEN SYSTEM - POOL & SPA: PURE VISION TECHNOLOGIES, AQUA FUZION, MODEL #PVH-X201, 120/220-240 VAC, 2" PLUMBING CONNECTION. SEE: SHEET SP-504, DETAIL 5. (QTY. 1)
S1
V7 V VALVES & GAUGES C2 V1. PRESSURE-VACUUM GAUGES: PRODUCT OF SUPER PRO. MODEL #SPG-06-1001 (PRESSURE) & SPG-06-1008 (PRESSURE) INDUSTRIAL GAUGE WITH 2.0-INCH DIAL, 316 STAINLESS STEEL CASE, GLYCERIN FILLED FOR LONG LIFE. RANGE OF 0-60 PSI FOR S1 PRESSURE, AND 0-30 INCHES OF MERCURY FOR VACUUM. (ONE ON EACH PUMP INLET/OUTLET, ONE ON EACH FILTER OUTLET) JCS WEST LLC V2. REMOVED A Z L I C E N S E N U M B E R S : V5 CLASS A GENERAL ENGINEERING: 281691 E1 V3. BUTTERFLY VALVE: ASAHI AMERICA, POOL PRO TYPE 57, PVC, LEVER (3" TO 6"), VITON GENERAL DUAL BUILDING GC KB-1: 329677 C1 SEALS, EPDM SEATS, POOL CONTRACTOR TO PROVIDE FLANGES & S.S. HARDWARE (QTY. AS NEEDED) E3 V1 V4. MULTI-PORT VALVES: JANDY NEVERLUBE. 2-INCH, 2 & 3 PORT. MAX WORKING PRESSURE ENGINEERING: E4 OF 50 PSI. (QTY. PER PLAN) V6 V5. FLOW METER /CHECK VALVE: PRODUCT OF H2FLOW. MODEL #FLOWVIS, C4 WWW.H2FLOW.NET. SEE: SHEET SP-504, DETAIL 7. (QTY. PER PLAN)
V6. MOTORIZED SWITCH OVER VALVE: JANDY, MODEL JVA 2444, LOW VOLTAGE, CONNECT TO Aug 24, 2022 INTELLICENTER.
V7. BACKWASH VALVE - FILTER: PENTAIR POOL PRODUCT MODEL #263080, PVC FULL LOW XF, 23 V3 2-INCH. COORDINATE FINAL DESTINATION FOR BACKWASH WITH ARCHITECT. (QTY. 1)
V8 V8. RPZ: PER MEP ELECTRIC PANEL
E ELECTRICAL E1. CONTROL SYSTEM: PENTAIR PRODUCT, INTELLICHEM CHEMICAL CONTROLLER, #521357. (QTY. 1)
E2. GFCI: BY OTHERS
POOL EQUIPMENT PLAN E3. JUNCTION BOX (LIGHTS): INTERMATIC; MODEL #PJB4175, CONNECTION UP TO 4 LIGHT. Scale: 1/2" = 1' EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 1 INCH MIN. PVC CONDUIT. SEE: SHEET SP-504, DETAIL 1. (QTY. 1)
GILA AND SALT RIVER BASE AND MERIDIAN E4. LOW VOLTAGE TRANSFORMER (FOR LIGHTS): PRODUCT OF PENTAIR; MODEL PS300, 120V, 3.0 AMP, 300 WATT MAX OUTPUT STEP-DOWN TO 12 VOLTS, SEE: SHEET SP-504, DETAIL 1. (QTY. 1)
4444 EAST MORNING STAR LANE
MARICOPA COUNTY, ARIZONA CAVE CREEK, ARIZONA 85331
SEC#31 TWP#5N RANGE 4E E 150F OF S2 NW4 SW4 SE4 VENTING
MAIN HOUSE ADDITION BY OTHERS
SCHWARTZ RESIDENCE S2
212-12-004J ELECTRIC PANEL
COUNTY ASSESSOR'S #: VENTING
LEGAL DESCRIPTION: BY OTHERS V4
PROJECT ADDRESS: V1
V5 C3 V8
PROJECT: V3 C2 V7 C2 DATE:
C1 08/29/2022 E1 C3 S1 S1 ISSUED FOR:
E1 C4 PERMIT SUBMITTAL E3
REVISIONS:
S1 E3 V6 3
S1
SHEET TITLE:
AQUATIC EQUIPMENT
POOL EQUIPMENT ISO POOL EQUIPMENT ISO Scale: NTS 3 Scale: NTS SHEET NO.:
SP-121 RECEIVED 03/05/2024 ROC LEGAL
45'-6"
10'-8" 34'-0"
4444 EAST MORNING STAR LANE 1'-8" 7'-4" 1'-8" 5'-5" 15'-0" 10'-1" 3'-6"
CAVE CREEK, ARIZONA 85331 10" DECK LEVEL SPA WATERLINE POOL WATERLINE
1'-6"
SCHWARTZ RESIDENCE 3"
JACOB & ROSANNE 3'-0" 3'-6"
4'-6" NATIVE SOIL
MINIMUM REINFORCEMENT DESIGN - WALL AND f'c = 4,000 PSI MINIMUM FLOOR #4 BAR, GRADE 40, 8" O.C.E.W. BOND BEAM Fy = 40,000 PSI (4) #4 BAR BEAM CONTINUOUS FOR PERIMETER.
POOL & SPA SECTION (LENGTH) Scale: 1/2" = 1' JCS WEST LLC A Z L I C E N S E N U M B E R S : CLASS A GENERAL ENGINEERING: 281691 GENERAL DUAL BUILDING GC KB-1: 329677
ENGINEERING:
32'-0"
Aug 24, 2022 1'-6" 5'-5" 15'-0" 10'-1"
POOL WATERLINE DECK LEVEL 23 1'-6"
3'-0" 4'-6"
NATIVE SOIL
GILA AND SALT RIVER BASE AND MERIDIAN f'c = 4,000 PSI MINIMUM Fy = 40,000 PSI
4444 EAST MORNING STAR LANE MINIMUM REINFORCEMENT DESIGN - WALL AND
MARICOPA COUNTY, ARIZONA FLOOR #4 BAR, GRADE 40, 8" O.C.E.W. BOND BEAM
CAVE CREEK, ARIZONA 85331 (4) #4 BAR BEAM CONTINUOUS FOR PERIMETER.
SEC#31 TWP#5N RANGE 4E E 150F OF S2 NW4 SW4 SE4 MAIN HOUSE ADDITION SCHWARTZ RESIDENCE POOL & SPA SECTION (LENGTH)
212-12-004J Scale: 1/2" = 1'
COUNTY ASSESSOR'S #: 1" 23'-82
LEGAL DESCRIPTION: PROJECT ADDRESS: 8'-0" 3'-0" 1" 12'-82
PROJECT: DECK LEVEL POOL WATERLINE DATE: 6"
08/29/2022
ISSUED FOR:
PERMIT SUBMITTAL 3'-7"
NATIVE SOIL
REVISIONS:
MINIMUM REINFORCEMENT DESIGN - WALL AND 7
FLOOR #4 BAR, GRADE 40, 8" O.C.E.W. BOND BEAM f'c = 4,000 PSI MINIMUM (4) #4 BAR BEAM CONTINUOUS FOR PERIMETER. Fy = 40,000 PSI
SHEET TITLE:
POOL SECTION (WIDTH) AQUATIC Scale: 1/2" = 1' SECTIONS
SHEET NO.:
SP-301 RECEIVED 03/05/2024 ROC LEGAL
4444 EAST MORNING STAR LANE CAVE CREEK, ARIZONA 85331 POOL & SPA COPING
FINISH DECK THICKNESS.
SCHWARTZ RESIDENCE SEE ARCHITECTURAL COPING MATERIAL PER KEYNOTE; SHEETS FOR DECK DESIGN SIZE: 12x12 SINGLE SIDED BULLNOSE
JACOB & ROSANNE 1" SPA WATER LEVEL POOL WATER LEVEL DECK LEVEL 102 1"+/- 10"
2" 1'-4" 11" 11"
MIN. SLOPE TO LANDSCAPE
1" WATER LEVEL OR DECK DRAINS WATER LEVEL
3" MIN. 5" 9" WATER LINE TILE
3" CL. WATERLINE TILE & TILE SETTING BED
2" . TY 3-1/2" MIN.
P 3" MIN.
3'-6" 3" CL. 1/2" INTERIOR FINISH & WATERPROOFING PER KEYNOTE 7" MIN. 3-1/2" MIN. REINFORCEMENT DESIGN - WALLS AND 1/2" INTERIOR FINISH 1/2" INTERIOR FINISH
TYP. 4", 113 FLOOR #4 BAR, GRADE 40, 8" O.C.E.W. BOND BEAM (4) #4 BAR BEAM CONTINUOUS FOR JCS WEST LLC POOL PERIMETER. A Z L I C E N S E N U M B E R S : CLASS A GENERAL ENGINEERING: 281691 GENERAL DUAL BUILDING GC KB-1: 329677
TYP. POOL & SPA BEAM SPA SPILLWAY BEAM SPA STEPS ENGINEERING:
Scale: 1" - 1' 2 Scale: 3" = 1' 3 Scale: 3/4" = 1'
Aug 24, 2022
200 G.P.M. (FLOOR) 43.2 SQ.IN. OPENING - VELOCITY @ 200GPM = 1.485 FPS MAIN DRAIN COMPLIES WITH NSF 50/ASME/ANSI A112.19.8-2007 AND ASTM G154 UV TESTING V.G.B. 2008 COMPLIANT DECK LEVEL 3'-0" MIN. RING OF AQUABOND 1'-0", VGB CERTIFIED WATER LEVEL 8'-0" SLOPE FLOOR TO TYP. 1 DRAIN (SUMP-LESS) 2" INTERIOR SURFACE (WHITE) MAIN DRAIN TYP. DECK LEVEL 11"
POOL WATERLINE 1'-0" TYP.
11" 11"
GILA AND SALT RIVER BASE AND MERIDIAN #4 BAR, GRADE 40
11" @ 8" O.C.E.W. SHOTCRETE 3'-0"
11" 11"
VARIES SEE: PLUMBING PLAN FOR PIPES SIZES,
4444 EAST MORNING STAR LANE MANIFOLD BETWEEN SUMPS
MARICOPA COUNTY, ARIZONA CENTER TEE FITTING BETWEEN MAIN DRAINS
CAVE CREEK, ARIZONA 85331 TO MATCH TRUNK SIZE
11"
SEC#31 TWP#5N RANGE 4E E 150F OF S2 NW4 SW4 SE4 8"
NOTES:
MAIN HOUSE ADDITION 1. PROVIDE 2" MINIMUM SHOTCRETE COVERAGE OVER REBAR AT MAIN DRAIN
SCHWARTZ RESIDENCE LOCATIONS. PROVIDE DIMENSIONED SCALED SHOP DRAWING OF THIS LOCATION TO POOL STRUCTURAL ENGINEER FOR APPROVAL BEFORE SHOTCRETE PHASE.
2. STUB OUT & CAP PIPE FOR HYDROSTATIC TEST TO 50 PSI FOR 30 MIN. KEEP A MIN. OF 15 PSI ON SYSTEM UNTIL AFTER DECKING PHASE.
212-12-004J POOL STEPS POOL SUNSHELF STAIRS POOL & SPA MAIN DRAIN Scale: 3/4" = 1' 5 Scale: 1/2" = 1' 6 Scale: 1"=1'
COUNTY ASSESSOR'S #: LEGAL DESCRIPTION: PROJECT ADDRESS: 2'-6"
PROJECT: SUCTION PIPING SHALL MEET THE FOLLOWING: ANSI/APSP-7 (2013) STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT TUBS, AND CATCH BASINS WATER LEVEL INSTALL MAIN DRAIN COVER INSTALL A 4" RING OF DALTILE, OVER HYDROSTATIC VALVE. KEYSTONE SERIES TILE TO MATCH INTERIOR FINISH DATE: SUCTION BRANCHES 308 G.P.M. (WALL) PLUMBING 43.2 SQ.IN. OPENING - VELOCITY @ 200GPM = 1.485 FPS 08/29/2022 CUT BACK AND FILL WITH
2'-9" MAIN DRAIN COMPLIES WITH NSF 50/ASME/ANSI RECREONICS PN# 34-601 A112.19.8-2007 AND ASTM G154 UV TESTING HIGH-STRENGTH, NONFERROUS, AQUA BOND QW500 NON-SHRINK GROUT V.G.B. 2008 COMPLIANT ISSUED FOR:
PERMIT SUBMITTAL 3'-0" 3'-4" 3'-0" SUCTION TRUNK, SEE: PLUMBING PLAN INSTALL COUPLER 2" BELOW SHOTCRETE SCH 80 NIPPLE REVISIONS: FILTER FABRIC 36" ZIP TIE MIN 1 .B PEA GRAVEL 2 ET FILTER FABRIC WE 3 EN RECREONICS PN# 34-604 AL 4 L 1'-9"
DR AIN 5 S 6
FLOOR OF POOL MAX 2-1/2" CONNECTION TO SDX2 MAIN DRAIN
SHEET TITLE:
MAIN DRAIN ISO SCUPPER SUCTION DRAIN HYRDROSTATIC RELIEF VALVE AQUATIC DETAILS Scale: NTS 8 Scale: 1" = 1' 9 Scale: 1" = 1'
SHEET NO.:
SP-501 RECEIVED 03/05/2024 ROC LEGAL
4444 EAST MORNING STAR LANE CAVE CREEK, ARIZONA 85331 1'-0" 1'-0" CUSTOM CUT COPING STONES FOR SKIMMER & AUTO FILL BOX
POUR A LID. 10" ROUND ADD COPING FIELD CUT PAVER @ STONE INSIDE AND GROUT THICKENED BEAM
1'-0" POUR A LID. 10" ROUND ADD COPING
SCHWARTZ RESIDENCE FIELD CUT PAVER ON STONE INSIDE AND GROUT THICKENED BEAM SIDE. FINISH WATERLINE TILE CAP OVERFLOW PORT
JACOB & ROSANNE 1'-0" FINISH DECK THICKNESS. 1'-0" FINISH DECK & SEE ARCHITECTURAL SET FLOAT VALVE AT THICKNESS BY OTHERS SET CENTER OF SHEETS FOR DECK DESIGN WATER LEVEL CANTILEVER NOSE SKIMMER AT PER KEYNOTE WATERLINE ENCASE ENTIRE AUTOFILL
PER PLAN VIEW IN SHOTCRETE APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP @ 1/2" WATER SUPPLY CONNECTION BETWEEN INLET FILL LINE TO RPZ BALANCE LINE & SHOTCRETE ENCASE ENTIRE (BACKFLOW PROTECTED) SKIMMER IN SHOTCRETE STAINLESS STEEL PLATE, GAUGE, TO SUPPORT CAP PORT AUTOMATIC WATER LEVELER COPING STONE. 2-INCH PVC
INTERIOR FINISH TILE ENTRY & BOTH SIDES OF SKIMMER OPENING TO POOL. JCS WEST LLC MATCH WATERLINE TILE A Z L I C E N S E N U M B E R S :
1'-0" SEE PLUMBNG PLAN CLASS A GENERAL ENGINEERING: 281691 FOR LOOP SIZE GENERAL DUAL BUILDING GC KB-1: 329677
SKIMMER (SECTION) AUTOFILL (SECTION) SKIMMER & AUTOFILL (PLAN) ENGINEERING:
Scale: 1" - 1' 2 Scale: 1" = 1' 3 Scale: 1" = 1'
Aug 24, 2022 SPA BENCH
FIRE BOWL BY OTHERS WATER LEVEL
9" MIN. CAP BY OTHERS
8" MIN. GAS LINE & SHUT-OFF APPLY A RING OF AQUA BOND UW-5000 FLOW RATE TO NOT BY OTHERS AS WATER STOP BEFORE GROUT. APPLY A RING OF AQUA EXCEED 40 GPM EYEBALL INLET FITTING BOND UW-5000 AS WATER EYEBALL INLET FITTING WITH WITH 1" ORIFICE, (SEE: PLAN STOP BEFORE GROUT. 1" ORIFICE, (SEE: PLAN VIEW VIEW FOR LOCATIONS) 1"
SEE: PIPING PLAN FOR 2'-52
STRUCTURE WALL INLET LOOP SIZE FOR LOCATIONS) TILED SURFACE BY OTHERS 1-1/2" STUB
GILA AND SALT RIVER BASE AND MERIDIAN DECK LEVEL
1-1/2" STUB SEE: PIPING PLAN FOR
4444 EAST MORNING STAR LANE
MARICOPA COUNTY, ARIZONA WALL INLET LOOP SIZE INSTALLATION OF FITTING SHALL
CAVE CREEK, ARIZONA 85331 BE FLUSH HORIZONTALLY AND
SEC#31 TWP#5N RANGE 4E STRUCTURE FOUNDATION BY
E 150F OF S2 NW4 SW4 SE4 OTHERS VERTICALLY TO INTERIOR FINISH CUT BACK SHOTCRETE AROUND PIPE FOR FLUSH
MAIN HOUSE ADDITION SCHWARTZ RESIDENCE WATER LEVEL MOUNTING OF WALL INLET FITTING FILL CUT OUT WITH CONNECT BACK TO EQ ROOM HIGH-STRENGTH NONFERROUS, NON-SHRINK GROUT
NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES
212-12-004J SCUPPER WALL INLET - POOL WALL INLET - SPA Scale: 1" = 1' 5 Scale: 3" = 1' 6 Scale: 3" = 1'
COUNTY ASSESSOR'S #: LEGAL DESCRIPTION: PROJECT ADDRESS: 1'-0"
PROJECT: 1"X1" TILE; DAL TILE KEYSTONE SERIES, SUBMIT COLORS TO ARCHITECT 1'-0"
FLOOR RETURN
DATE: INTERIOR FINISH 12"-14" 08/29/2022
SET INLET FLUSH WITH INTERIOR FINISH FLOOR, LOOP SIZE PER ISSUED FOR: OPEN EACH FITTING 1/2 TURN AT POOL START PLUMBING JET FITTING JET FITTING UP. THEN ADJUST OPEN OR CLOSED 1/4 TURN KEYNOTES PERMIT SUBMITTAL FOR UNIFORM FLOW OF SYSTEM
CUT-OUT NOTCH & FILL W/ CUT BACK SHOTCRETE AROUND PIPE CUT BACK SHOTCRETE AROUND PIPE HIGH STRENGTH, NON APPLY A RING OF AQUA BOND UW-5000 FOR FLUSH MOUNTING OF FITTING, LOOP SIZE PER REVISIONS: FOR FLUSH MOUNTING OF FITTING, FERROUS NON SHRINK GROUT AS WATER STOP BETWEEN PVC AND FILL VOID WITH HIGH STRENGTH PLUMBING FILL VOID WITH HIGH STRENGTH SHOTCRETE BEFORE GROUT. NONFERROUS NON, SHRINK GROUT KEYNOTES NONFERROUS NON, SHRINK GROUT 1
2" TYPICAL FROM LOOP TO INLET 4 SUBGRADE PREPARATION 5 PER SOILS REPORT 6
LOOP LINE SIZE PER PLUMBING PLAN
NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES SHEET TITLE:
FLOOR INLET SPA JET FITTING SPA JET FITTING AQUATIC DETAILS Scale: 1-1/2" = 1' 8 Scale: 1 1/2" = 1' 9 Scale: 1 1/2" = 1'
SHEET NO.:
SP-502 RECEIVED 03/05/2024 ROC LEGAL
4444 EAST MORNING STAR LANE CAVE CREEK, ARIZONA 85331 SCHWARTZ RESIDENCE REMOTE AIR LINE TOP OF DECK
JACOB & ROSANNE EQUIPMENT ROOM FLOOR WATERSTOP STRIP PER
8" SLEEVE CANTILEVER FORM SUPPLIER (WHITE) 2"x2" SKID RESISTANT TILE 2" 1"
6" TILE SET ON MORTAR BED
INTERIOR FINISH SHOTCRETE STRUCTURE
PLUMB UNDER WALL 6" FOUNDATION OR SLEEVE WALL PER WATERLINE TILE FOR POOL NOTE: PLACE NOSE TILE CONTINUOUS @ LEADING EDGE OF ALL STEPS CONTRACTOR AND SPA PERIMETER & BENCH LOCATIONS; COORDINATE COLOR WITH OWNER & ARCHITECT. INTERIOR FINISH JCS WEST LLC A Z L I C E N S E N U M B E R S : REMOTE AIR LINE TO CLASS A GENERAL ENGINEERING: 281691 HARTFORD LOOP GENERAL DUAL BUILDING GC KB-1: 329677
REMOTE AIR WATERLINE TILE SAFETY EDGE TILE ENGINEERING:
Scale: 1 1/2" = 1' 2 Scale: 3" = 1' 3 Scale: 6" = 1'
Aug 24, 2022
VARIES
LIMIT OVER AND UNDER FILL AND COMPACT PORCELAIN WATER LINE TILE W/ PLACEMENT TO TRENCH WITH CLEAN FLEXIBLE THIN SET TILE MORTAR. LOCATION SHOWN ON BACKFILL FREE OF PLAN ROCKS LARGER THAN 2" 1/2" NON CONTACT LAP FOR ALL BAR PLACEMENT INTERIOR FINISH SURFACE, PER KEYNOTE
EARTH UW 5000 AT CONNECTION POINT AT HORIZONTAL REBAR PATTERN 12" MIN. TAMPED EARTH SHOTCRETE AND PVC PIPE OR FITTINGS BEST PRACTICE COVER OF PIPE CROWN HORIZONTAL REBAR PATTERN
GILA AND SALT RIVER BASE AND MERIDIAN TWO COATS WATERPROOFING, PER KEYNOTE STOPPING POINT BETWEEN PLACEMENT OF STOP SHOTCRETE SHOTCRETE PLACEMENT BETWEEN HORIZONTAL BAR. PROVIDE A MIN. OF 112"
4444 EAST MORNING STAR LANE NO SHRINK-CRACKS WILL BE ACCEPTED IN VERTICAL REBAR PATTERN
MARICOPA COUNTY, ARIZONA CLEARANCE AROUND
CAVE CREEK, ARIZONA 85331 STRUCTURE. IF THEY OCCUR, "V" CUT AND FILL ALL REBAR. SLOPE
SEC#31 TWP#5N RANGE 4E WITH LOW VISCOSITY EPOXY.
E 150F OF S2 NW4 SW4 SE4 RECEIVING SURFACE AT
MAIN HOUSE ADDITION 40° TO 45° ANGLE. 6" BEDDING SAND
SCHWARTZ RESIDENCE AVOID ENDING SHOTCRETE NOTE: HEALTH DEPARTMENT INSPECTION OF TRENCH REQUIRED AFTER PLACEMENT AT REBAR. EXCAVATION, BEDDING, AND PIPE INSTALLATION BEFORE BACKFILLING OF TRENCH.
212-12-004J SHOTCRETE PLACEMENT REBAR PLACEMENT PLUMBING TRENCH Scale: NTS 5 Scale: NTS 6 Scale: NTS
COUNTY ASSESSOR'S #: LEGAL DESCRIPTION: PROJECT ADDRESS: 36" MIN
NOTES: BRONZE OR WATER LEVEL CONNECT #8 COPPER 1. WRAP FIXTURE WITH ENOUGH LIGHT CORD TO ALLOW PLACEMENT ON DECK. STAINLESS STEEL BONDING WIRE TO 2. ALL LIGHTS SHALL BE BONDED PER N.E.C. PRESSURE PRODUCT
PROJECT: ANY METAL NOTES: 3. SEE PLAN FOR J-BOX LOCATIONS PER N.E.C. CONNECTOR BY WITHIN 5FT. OF 1. WRAP FIXTURE WITH ENOUGH 4. ALL METAL PARTS WITHIN 5' OF THE POOL SHELL SHALL BE BONDED PER N.E.C. MANUFACTURER POOL EDGE LIGHT CORD TO ALLOW 5. SET TOP OF SPA LIGHT 6" BELOW TOP OF BENCH PLACEMENT ON DECK FOR BULB 6. PROVIDE PVC SLEEVE FOR LIGHT CONDUIT @ EXIT FROM VAULT. CAULK BOTH SIDES REPLACEMENT. LADDER REINFORCING WATERLINE DATE: BARS 2. ALL LIGHTS SHALL BE BONDED. 18" MIN.
1" MIN. LIGHT PROVIDE A EQUIPOTENTIAL BONDING GRID CONDUIT TO 08/29/2022 3. SEE PLAN FOR J-BOX UNDER DECK AROUND ENTIRE PERIMETER J-BOX LOCATION LOCATIONS. OF POOL. PER N.E.C. 2008, 680.26
1'-5-1/2" EQUIPMENT
ISSUED FOR:
6" MIN. 4. ALL METAL PARTS WITHIN 5' OF NICHE LIGHT THE POOL SHELL SHALL BE 1'-8" PERMIT SUBMITTAL NO. 8 BONDED. STRUCTURAL COPPER REBAR BONDING LIGHT FIXTURE 7" MIN. REVISIONS: DECK EQUIPMENT PANEL POOL
LIGHT FIXTURE 1
INSTALL LIGHT FLUSH WITH INTERIOR. 2
SHOTCRETE MUST BE CUT BACK INSTALL LIGHT FLUSH WITH INTERIOR. 3 EXTEND #8 COPPER CONNECTION OF #8 AROUND NICHE FOR A UNIFORM NICHE SHOTCRETE MUST BE CUT BACK AROUND BRONZE 4 BONDING WIRE TO POOL BONDING WIRE TO ALL PLASTER SEAL. APPLY A RING OF NICHE FOR A UNIFORM PLASTER SEAL. BONDING 5 PRODUCT AND PROJECT MECHANICAL AQUA BOND UW-5000 AS WATER STOP APPLY A RING OF AQUA BOND UW-5000 AS CLAMP 6 ELECTRICAL SYSTEM. EQUIPMENT BETWEEN NICHE AND SHOTCRETE WATER STOP BETWEEN NICHE AND 1" MIN. LIGHT CONDUIT 7 BEFORE INTERIOR INSTALLATION SHOTCRETE BEFORE INTERIOR TO J-BOX LOCATION INSTALLATION NOTE: SEE ELECTRICAL SHEETS FOR ADDITIONAL BONDING DETAILING. #8 AWG GROUND CONNECTOR BONDING IS LOCATED AT REAR OF NICHE SHEET TITLE:
BONDING SCHEMATIC LIGHT (POOL) LIGHT (SPA) AQUATIC DETAILS Scale: 6" = 1' 8 Scale: 1" = 1' 9 Scale: 3/4" = 1'
SHEET NO.:
SP-503 RECEIVED 03/05/2024 ROC LEGAL
4444 EAST MORNING STAR LANE MOUNT THE INTELLICENTER CONTROL SYSTEM LOAD CENTER OR POWER CENTER ON A FLAT VERTICAL
CAVE CREEK, ARIZONA 85331 SURFACE, SUCH AS A WALL OR POST AT EYE LEVEL, AT LEASE 5FT (1.5M) FROM THE POOL, SPA OR HOT TUB. NOTE: LOW VOLTAGE TRANSFORMER PER 1. CONSULT MANUFACTURER'S TO MOUNT THE LOAD CENTER OR POWER CENTER: KEYNOTE COORDINATE FINAL LOCATION INSTRUCTIONS BEFORE INSTALLATION. 1. POSITION THE ENCLOSURE AGAINST A VERTICAL FLAT SURFACE. IF WALL ANCHORS ARE BEING USED, 2. PANEL NOT DRAWN TO SALE. 20 AMP, 120V, SEPARATE SUPPORT THE ENCLOSURE IN POSITION (HORIZONTAL LEVEL AND SQUARE) AGAINST THE SURFACE AND TOP VIEW 3. CONTROLLER IS NSF-50 APPROVED. CIRCUIT TERMINATE IN MARK THE BRACKET HOLD PATTERN ON THE WALL. GANG BOX (GFCI) 2. SECURE THE ENCLOSURE WITH THREE (3) SCREWS IN THE TOP AND LOWER MOUNTING BRACKET HOLES.
SCHWARTZ RESIDENCE TIME CLOCK PER KEYNOTE. IF USING WALL ANCHORS, DRILL AND SET THE ANCHORS AND SECURE THE ENCLOSURE WITH SCREWS. POWER CONNECTION LOCATE IN EQUIPMENT ROOM.
JACOB & ROSANNE TOP MOUNTING LIGHTS SHALL BE SET FOR BRACKET SCREW HOLES OWNER'S DESIRED OPERATION. CONDUIT TOP MOUNTING LIGHT CONNECTIONS BRACKET SCREW HOLES MOUNTING HARDWARE SHALL BE 316 STAINLESS STEEL GFCI POWER CIRCUIT J-BOX BY INTERMATIC FROM POOL PANEL, PER ELECTRICAL CODE
ACID FEED PUMP CHLORINE FEED 12" MIN
INJECTION PUMP INJECTION ORP SENSOR REMOVE INTELLICENTER CONTROL PLUG pH SENSOR MOUNTING HOLES POWER CENTER 18" MIN.
TOP OF GRADE. J-BOX FINAL INTELLICENTER CONTROL 20"HX17"WX5.25"D LOCATION IN EQUIPMENT SPACE. SYSTEM LOAD CENTER WATER 26"HX17"WX5.25"D LEVEL IN SPA FILTER Outlet WATER LOWER MOUNTING SENSOR FLOW CELL JAR BRACKET SCREW HOLES JCS WEST LLC TO J5 ON FLOW SWITCH A Z L I C E N S E N U M B E R S : SAMPLE VALVE DAUGHTER BOARD CLASS A GENERAL ENGINEERING: 281691 GENERAL DUAL BUILDING GC KB-1: 329677 OUTLET AFTER INLET BEFORE HEATER PVC CONDUIT TO POOL & SPA LIGHTS LOWER MOUNTING HEATER BRACKET SCREW HOLES
J-BOX/TIME CLOCK CHEMISTRY CONTROLLER - POOL & SPA INTELLICENTER ENGINEERING:
Scale: 3/4" = 1' 2 Scale: 1 1/2" = 1' 3 Scale: NTS
11 HEATER PROVIDED WITH: Aug 24, 2022 · WATER-PRESSURE SWITCH. PROVIDE GFCI HEATER NOTES NOTES: · PRESSURE RELIEF VALVE. AQUA FUZION OUTLET · INLET TEMP. SENSOR PROVIDE RPZ ASSEMBLY BETWEEN THE POINT OF THE 23 · SEE: COVER SHEET · OUTLET TEMP SENSOR POTABLE WATER SUPPLY CONNECTION AND THE POOL FOR ADDITIONAL NOTES. · HIGH LIMIT SENSOR AUTOFILL SYSTEM. PLACE POTABLE WATER PROTECTION · HIGH LIMIT DEVICE DEVICE AT 12" MIN. ABOVE GROUND LEVEL AND/OR 12" MIN. 1. GAS CONNECTION BY MEP. · AIR FLOW SWITCH (AFS) OXYGEN ABOVE WATER LEVEL AT POOL 2. DRIP LEG. · WATER PRESSURE SWITCH (WPS) UNION, START OF POOL 3. GAS COCK VALVE. · ELECTRONIC IGNITION OPERATION CONTRACTOR WORK 4. UNION. PROVIDE SHUT-OFF VALVE 5. HEATER PER KEYNOTE 1" TO POOL 6. SET EQUIPMENT ON RAISED AUTOFILL CONCRETE HOUSE-KEEPING PAD. 5 3 FLOW METER 7. WATER INLET (CPVC) PLUMBING CONTRACTOR 8. WATER OUTLET (CPVC) 13 PROVIDE STAINLESS STEEL WORK SHALL INCLUDE UNION 9. ELECTRONIC DISPLAY 10. EXTERNAL CONDENSATE NEUTRALIZER KIT MOUNTING HARDWARE PN# 475612 (OPTIONAL) 4 14 1 1/2" PVC EQUIPMENT 11. INTAKE/VENTING 7 ROOM
GILA AND SALT RIVER BASE AND MERIDIAN PER MEP CONTRACTOR TO SUPPLY REQUIRED 15 FLOOR MANUFACTURES VENT KIT PER DESIGN. 12. EXHAUST/VENTING PER MEP CONTRACTOR TO SUPPLY REQUIRED 2 13. JUNCTION BOX 240 OR 120
4444 EAST MORNING STAR LANE VAC CONNECTION - 15 AMPS 1 1/2" ISOLATION VALVE TYP.
MARICOPA COUNTY, ARIZONA CAVE CREEK, ARIZONA 85331 12" MIN. 14. CO DETECTOR PER HEATER SUPPLIER.
SEC#31 TWP#5N RANGE 4E 15. HEATER BYPASS
E 150F OF S2 NW4 SW4 SE4 16. HEATER CONDENSATION DRAIN 8 C.W. SUPPLY SEE
MAIN HOUSE ADDITION SCHWARTZ RESIDENCE PLUMBING PLANS · PROVIDE HEATER INTAKE & VENT DESIGN TO HEATER 10 MANUFACTURE PRIOR TO ITS INSTALLATION.
· MANUFACTURE REQUIRES ON-SITE REP. FOR STARTUP 6 WYE RETURN FITTING USED ON 3" OR
212-12-004J SMALLER PLUMBING APPLICATIONS
SPA HEATER SCHEMATIC OXYGEN SYSTEM RPZA (FOR COORDINATION ONLY) Scale: 3/4" = 1' 5 Scale: NTS 6 Scale: 1-1/2" = 1'
COUNTY ASSESSOR'S #: LEGAL DESCRIPTION: PROJECT ADDRESS: PROJECT: DATE:
08/29/2022
ISSUED FOR: NOTE: SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PERMIT SUBMITTAL
STRAIGHT PIPE REQUIREMENTS BEFORE METER STRAIGHT PIPE REQUIREMENTS 1.5", 2", & 2.5" FLOVIS: 0" STRAIGHT PIPE AFTER METER REVISIONS: 3" FLOVIS: 11" MIN. STRAIGHT PIPE ALL MODELS: 0" STRAIGHT PIPE 4" FLOVIS: 17" MIN. STRAIGHT PIPE
FLOW FLOW 3
MINIMUM & MAXIMUM FLOW RATES: 1.5": 10 - 80 GPM 2", 2.5": 10 - 110 GPM 6
3": 70 -240 GPM 4": 150 - 460 GPM 1.5", 2", 2.5", 3" & 4" 7 FLOWVIS FLOW METERS
SHEET TITLE:
FLOW METER PLACEMENTS AQUATIC DETAILS Scale: NTS
SHEET NO.:
SP-504 RECEIVED 03/05/2024 ROC LEGAL
STRUCTURAL DESIGN COMPUTATIONS
FOR THE
Standard Gunite & Reinforcement Detail
SWIMMING POOL PLAN IBC 2012 IBC
Prepared By: Sep 07, 2022
COPYRIGHT ® 2014 AMMTEC CONSULTANTS, PLLC.
PROJECT: Standard Residential Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2012 IBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: March 31, 2015 Scale: N/A COPYRIGHT ® 2015 AMMTEC CONSULTANTS, PLLC. Page: 1 of 32 G:\AMMTec Consultants PLLC NEW\Projects\Pools\Standard Plans\Arizona\AZ 2012 IBC RESIDENTIAL DESIGN COMPS.doc RECEIVED 03/05/2024 ROC LEGAL Properties and Loading Data:
Note: Two main simplifying assumptions were made in the following calculations for the “standard” pool plan. Both these assumptions assume worse case scenarios of 1) the pool is empty all of the time and 2) the pool walls are infinitely long, which allows for a straight forward 2 dimensional design.
1. Surcharge category A considered normal soil GP, GW, SP, SW. Assumed to have the following properties: Unit Weight = 120 PCF Equivalent Fluid Pressure (EFP) = 30 psf 2. Surcharge Category B considered expansive soil SM, SC, ML, CL or normal soil with a 2:1 (H:V) slope. Assumed to have the following properties: Unit Weight = 125 PCF EFP = 45 psf 3. Surcharge Category C considered critically expansive soil or expansive soil with a 2:1 slope. Assumed to have the following properties: Unit Weight = 125 PCF EFP = 60 psf
MOMENT FROM SOIL ’ = 26 EFP = 30 45 60 h(ft.) Ms Vs Ms Vs Ms Vs 1.0 5 15 8 23 10 30 2.0 40 60 60 90 80 120 3.0 135 135 203 203 270 270 3.5 214 184 322 276 429 368 4.0 320 240 480 360 640 480 h 4.5 456 304 683 456 911 608 5.0 625 375 938 563 1250 750 Pa= 1/2 Kah2 5.5 832 454 1248 681 1664 908 6.0 1080 540 1620 810 2160 1080 6.5 1373 634 2060 951 2746 1268 7.0 1715 735 [account number redacted] hKa2 7.5 2109 844 [account number redacted] 8.0 2560 960 [account number redacted] 8.5 [account number redacted] 6141 2168 Soil Properties: 9.0 [account number redacted] 7290 2430 Normal ’ = 120 pcf 9.5 [account number redacted] 8574 2708 ’ = 33 10.0 [account number redacted] 10000 3000 Rankine: 10.5 [account number redacted] 11575 3308 11.0 [account number redacted] 13310 3630 Level = 0 sin 1 Depth =h (ft) Ka EFP (Equivalent Fluid Pressure) = a*’ 1 sin 1 Ms (moment induced on wall by soil) = Pa1/3h Sloped = 25 Vs (shear force induced on wall by soil) = Pa
Expansive ’ = 125 pcf PROJECT: Commercial Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2012 IBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: March 31, 2015 Scale: N/A COPYRIGHT ® 2015 AMMTEC CONSULTANTS, PLLC. Page: 2 of 32 RECEIVED 03/05/2024 ROC LEGAL
cos cos 2 cos 2 Ka cos cos 2 cos 2
Various Moment Capacities / Strength Method:
f c (psi), minimum compressive strength of gunite/shotcrete = 2,500
fy (psi), yield strength of reinforcing steel = 40,000 psi (grade 40)
d (in), effective depth = Given, (thickness of gunite minus 3” min. cover)
b (in), unit width = 12
As (in2), cross sectional area of reinforcement = Given
(reinforcement ratio) = As / bd
max. value = 0.75b , b = 0.0439
1 = 0.85 when f’c < 4,000 psi
Therefore max. = 0.0232
Ru (psi), coefficient of resistance = fy (1- ½ m), m = (fy) / (0.85 f’c)
Mn (ft-lbs), nominal flexural strength = Ru b d2 1/12
(flexural strength capacity reduction factor) = 0.90
M (ft-lbs), allowable moment, under factored loads = (Mn ) / (1.7) for soil
Vn (lbs), nominal shear strength = 2 sqrt(f’c) b d
(shear strength capacity reduction factor) = 0.85
V (lbs), allowable shear force, under factored loads = (Vn ) / 1.7, for soil
SEE FOLLOWING TABLE
PROJECT: Commercial Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2012 IBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: March 31, 2015 Scale: N/A COPYRIGHT ® 2015 AMMTEC CONSULTANTS, PLLC. Page: 3 of 32 RECEIVED 03/05/2024 ROC LEGAL
Moment Capacities For Varying Reinforcement Amounts And Gunite Thicknesses fy = 40,000 f'c = 2,500 m= 18.82
(footing d As (footing load) Ru Vn V Mn M d As load) Ru Vn V Mn M 3.0 0.11 0.0031 119 3600 1800 1068 566 8.0 0.11 0.0011 45 [account number redacted] 3.0 0.22 0.0061 230 [account number redacted] 8.0 0.22 0.0023 90 [account number redacted] 3.0 0.33 0.0092 335 [account number redacted] 8.0 0.33 0.0034 133 [account number redacted] 3.0 0.44 0.0122 433 [account number redacted] 8.0 0.44 0.0046 175 9600 4800 11227 5944 3.5 0.11 0.0026 102 4200 2100 1252 663 8.0 0.55 0.0057 217 9600 4800 13876 7346 3.5 0.22 0.0052 199 [account number redacted] 9.0 0.11 0.0010 40 10800 5400 3268 1730 3.5 0.33 0.0079 291 [account number redacted] 9.0 0.22 0.0020 80 10800 5400 6473 3427 3.5 0.44 0.0105 378 [account number redacted] 9.0 0.33 0.0031 119 10800 5400 9615 5090 4.0 0.11 0.0023 90 4800 2400 1435 760 9.0 0.44 0.0041 157 10800 5400 12694 6720 4.0 0.22 0.0046 175 [account number redacted] 9.0 0.55 0.0051 194 10800 5400 15709 8317 4.0 0.33 0.0069 257 [account number redacted] 10.0 0.11 0.0009 36 12000 6000 3635 1924 4.0 0.44 0.0092 335 [account number redacted] 10.0 0.22 0.0018 72 12000 6000 7207 3815 4.5 0.11 0.0020 80 5400 2700 1618 857 10.0 0.33 0.0028 107 12000 6000 10715 5673 4.5 0.22 0.0041 157 [account number redacted] 10.0 0.44 0.0037 142 12000 6000 14161 7497 4.5 0.33 0.0061 230 [account number redacted] 10.0 0.55 0.0046 175 12000 6000 17542 9287 4.5 0.44 0.0081 301 [account number redacted] 4.0 0.20 0.0042 160 [account number redacted] 5.0 0.11 0.0018 72 6000 3000 1802 954 4.0 0.40 0.0083 307 [account number redacted] 5.0 0.22 0.0037 142 [account number redacted] 4.0 0.60 0.0125 441 [account number redacted] 5.0 0.33 0.0055 209 [account number redacted] 5.0 0.40 0.0067 250 [account number redacted] 5.0 0.44 0.0073 273 [account number redacted] 5.0 0.60 0.0100 362 [account number redacted] 5.5 0.11 0.0017 66 [account number redacted] 6.0 0.40 0.0056 211 [account number redacted] 5.5 0.22 0.0033 129 [account number redacted] 6.0 0.60 0.0083 307 7200 3600 11059 5855 5.5 0.33 0.0050 191 [account number redacted] 7.0 0.40 0.0048 182 [account number redacted] 5.5 0.44 0.0067 250 [account number redacted] 7.0 0.60 0.0071 267 8400 4200 13059 6913 6.0 0.11 0.0015 60 [account number redacted] 8.0 0.60 0.0063 235 9600 4800 15059 7972 6.0 0.22 0.0031 119 [account number redacted] 9.0 0.60 0.0056 211 10800 5400 17059 9031 6.0 0.33 0.0046 175 [account number redacted] 10.0 0.60 0.0050 191 12000 6000 19059 10090 6.0 0.44 0.0061 230 [account number redacted] 11.0 0.60 0.0045 174 13200 6600 21059 11149 6.0 0.55 0.0076 284 7200 3600 10209 5405 12.0 0.60 0.0042 160 14400 7200 23059 12208 7.0 0.11 0.0013 52 [account number redacted] 13.0 0.60 0.0038 148 15600 7800 25059 13266 7.0 0.22 0.0026 102 [account number redacted] 14.0 0.60 0.0036 138 16800 8400 27059 14325 7.0 0.33 0.0039 151 [account number redacted] 7.0 0.44 0.0052 199 [account number redacted] 7.0 0.55 0.0065 246 8400 4200 12042 6375
PROJECT: Commercial Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2012 IBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: March 31, 2015 Scale: N/A COPYRIGHT ® 2015 AMMTEC CONSULTANTS, PLLC. Page: 4 of 32 RECEIVED 03/05/2024 ROC LEGAL Resisting Moment of Pool Wall and Radius – Diagram
wall depth D h
H R p t
s Xms
R radius R Xc
Xmc
PROJECT: Commercial Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2012 IBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: March 31, 2015 Scale: N/A COPYRIGHT ® 2015 AMMTEC CONSULTANTS, PLLC. Page: 5 of 32 RECEIVED 03/05/2024 ROC LEGAL Resisting Moment of Pool Wall and Radius (cont.)
Spread Sheet Program:
R, radius = Given
D, depth of beginning of radius = Given
h (ft), depth of section (location being analyzed) = Given
t (in), thickness of gunite at section = Given
p (radians), angle of front of section = if (h - D > 0) then = sin-1 [(h-D) / R] otherwise = 0 v (radians), total angle of section = if (h – D > 0) then = p (previous) otherwise = 0 s (radians), angle of section = if (h - D > 0) then = p -t otherwise = 0 xc (ft), horizontal distance of lead centroid of section = if (h –D > 0) then = (R + t/2)cos(p) otherwise = R + t/2 xms (ft), moment arm of section = if (h – D > 0) then = (R + t/2)cos(t + ½ s) -Xc otherwise = 0 L (ft), length of section if (h – D > 0) then = 2 (R + t/2) s / 360 otherwise = h – h (previous) Wts (lbs), weight of section = Lt (140), (assume unit wt. of gunite & rein = 140 pcf)
Wtst (lbs), total weight of previous sections = Wts (previous)
Ms (ft-lbs), resisting moment of section = xms Wts
Xmc (ft), horizontal distance from previous section lead centroid to current section lead centroid = if (h – D > 0) then = xc (previous) - xc otherwise = 0
Mt (ft-lbs), total resisting moment of current section = Ms (previous) + Ms + Wtst xme
PROJECT: Commercial Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2012 IBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: March 31, 2015 Scale: N/A COPYRIGHT ® 2015 AMMTEC CONSULTANTS, PLLC. Page: 6 of 32 RECEIVED 03/05/2024 ROC LEGAL
Floor Thickness and Reinforcement:
H (ft), depth of pool = Given
s, soil type and condition = Given
Wtst (lbs.), total weight of pool wall and radius (per ft. of width) = Given
M0 (ft-lbs), resultant moment at end of radius = Given
M1 (ft-lbs), resultant moment 1.0’ from end of radius = M0 – (Wtst x 1.0)
M2 (ft-lbs), resultant moment 2.0’ from end of radius = M0 – (Wtst x 2.0)
M3 (ft-lbs), resultant moment 3.0’ from end of radius = M0 – (Wtst x 3.0)
M4 (ft-lbs), resultant moment 4.0’ from end of radius = M0 – (Wtst x 4.0)
Standard floor reinforcement, #3 bars @12” o.c.
FLOOR MOMENTS H soil* Wtst M0 M1 M2 M3 M4 gunite, (in.) cont. rein, (ft.) n 667 -424 0 0 0 0 - - e 667 116 -551 -1218 -1885 -2552 - - es 667 1376 709 42 -625 -1292 6 2 n 796 -548 0 0 0 0 - - e 796 310 -486 -1282 -2078 -2874 - - es 796 2310 1514 718 -78 -874 7 3 n 935 -662 0 0 0 0 - - e 935 618 -317 -1252 -2187 -3122 - - es 935 3605 2670 1735 800 -135 7 3 n 1207 -494 0 0 0 0 - - e 1207 1329 122 -1085 -2292 -3499 - - es [account number redacted] 1960 753 7 4 n 1472 41 -1431 -2903 -4375 -5847 - - e 1472 2541 1069 -403 -1875 -3347 7 2 es [account number redacted] 3958 2486 8 4 n 1579 1398 -181 -1760 -3339 -4918 7 - e [account number redacted] -12 -1591 7 3 es 1579 12490 10911 9332 7753 6174 9 5 * n = normal, e = expansive or normal w/slope, es = expansive w/slope
PROJECT: Commercial Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2012 IBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: March 31, 2015 Scale: N/A COPYRIGHT ® 2015 AMMTEC CONSULTANTS, PLLC. Page: 7 of 32 RECEIVED 03/05/2024 ROC LEGAL Spa Detail: T
H (ft), maximum height of water
T (in), thickness of spa wall h Pw (lbs), resultant pressure from water Pw = (w H2)/2 (assume empty on other side)
Mw (ft-lbs), included moment from water = (wH3)/6
*assume spa wall has water on one side only
H Mw 3.0 280 3.5 450 4.0 670 4.5 950 5.0 1,300
Mr (ft-lbs), resisting moment from wt of wall = [H T2 (140#/ft2)] / 2 (144)
H T Mr T Mr T Mr 3.0 6 53 8 93 10 146 3.5 6 61 8 109 10 170 4.0 6 70 8 124 10 194 4.5 6 79 8 140 10 219 5.0 6 88 8 155 10 243
Reinforcement consist of H Tmin. (in.) #3 -12” o.c. e. w., therefore: 3.0 6 3.5 6 4.0 8 4.5 10 5.0 10
PROJECT: Commercial Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2012 IBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: March 31, 2015 Scale: N/A COPYRIGHT ® 2015 AMMTEC CONSULTANTS, PLLC. Page: 8 of 32 RECEIVED 03/05/2024 ROC LEGAL
Adjacent Parallel Footing Load:
The total force per unit length (P, lbs) and the location of the resultant force (Zaves ft.) due to the strip loading is expressed as follows:
P = q/ 90[H(02 01)]
1 = tan-1 (b’/H), in degrees
2 = tan-1[(a’+b’)/H], in degrees
zave = [H2(- 1) – (R-Q)+57.3*a’*H]/[2*H( 2- 1)]
R = (a’+b’)2 (90-2)
Q = (b’) 2 (90-1)
Moment affecting pool wall: M = P Zave , see following chart
PROJECT: Commercial Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2012 IBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: March 31, 2015 Scale: N/A COPYRIGHT ® 2015 AMMTEC CONSULTANTS, PLLC. Page: 9 of 32 RECEIVED 03/05/2024 ROC LEGAL Adjacent Parallel Footing Load (cont.) :
Compare computed M in following table with computed M from soil surcharge in table:
Computed Moment Computed Moment Affecting Pool Wall Pool From Depth Soil Surcharge** H* (ft) b' R Q z (ft) P (lbs) M (ft-lbs) Hp (ft) 3 ft. 2 ft. 1 ft. 0.1 1.43 15.38 90 1 3.25 620 2016 5 2258 26.57 36.87 478 254 2.06 458 942 1272 51.34 56.31 1213 966 1.57 221 346 531 60.26 63.43 1700 1457 1.47 141 208 0.1 1.15 12.41 94 1 4.22 626 2639 6 2993 21.80 30.96 531 273 2.81 509 1428 1727 45.00 50.19 1433 1125 2.09 289 602 741 54.46 57.99 2048 1741 1.92 196 377 0.1 0.95 10.39 96 1 5.19 629 3267 7 3832 18.43 26.57 571 286 3.61 542 1955 2252 39.81 45.00 1620 1255 2.66 346 920 986 49.40 53.13 2360 1989 2.41 249 600 0.1 0.82 8.93 98 1 6.18 631 3897 8 4777 15.95 23.20 601 296 4.45 564 2508 2846 35.54 40.60 1778 1362 3.28 394 1291 1226 45.00 48.81 2636 2205 2.94 297 873 0.1 0.72 7.83 99 1 7.16 632 4528 9 5827 14.04 20.56 625 304 5.32 580 3081 3511 32.01 36.87 1913 1450 3.94 432 1705 1580 41.19 45.00 2880 2392 3.51 339 1191 0.1 0.64 6.97 100 1 8.15 633 5161 10 6983 12.53 18.43 644 310 6.21 591 3666 4247 29.05 33.69 2027 1524 4.65 464 2154 1931 37.87 41.63 3095 2554 4.12 376 1549 0.1 0.57 6.28 101 1 9.14 634 5795 11 8243 11.31 16.70 660 315 7.12 599 4261 5052 26.57 30.96 2125 1586 5.38 489 2630 2316 34.99 38.66 3286 2695 4.76 408 1941
* H is 1’ less than pool wall height due to assuming footing is 1’ deep. ** Calculated by taking difference between depths on “Moment From Soil” chart on page 3.
Based on the results from the above chart, use the following soil depth “surcharges” to allow for the presence of an adjacent on to two story residential footing that runs parallel to the pool wall:
Footing, b’ = 0 to 1.9’, use 3’ surcharge or obtain special engineering Footing, b’ = 2 to 4.9‘, use 2’ surcharge or increase EFP by 30psf Footing, b’ = 5 to 7’, use 1’ surcharge or increase EFP by 15 psf
PROJECT: Commercial Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2012 IBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: March 31, 2015 Scale: N/A COPYRIGHT ® 2015 AMMTEC CONSULTANTS, PLLC. Page: 10 of 32 RECEIVED 03/05/2024 ROC LEGAL
Negative Edge Detail:
H (ft), maximum height of negative edge (water) h (ft), height being analyzed Pw (lbs), resultant pressure from water = (w h2) / 2 Mw (ft-lbs), induced moment from water = (w h3) / 6 Ms (ft-lbs), allowable moment capacity of section (includes back side rein.)
Ignore resisting moment weight of wall as extra safety factor. Refer to moment Capacities chart (page 4) for gunite thickness and reinforcement requirements for given Mw.
h Mw t d” Vertical Ms h Mw t d Vertical Mr (ft) (ft-lbs) (in.) (in.) Reinforcement (ft-lbs) (ft.) (ft-lbs) (in.) (in.) Reinforcement (ft-lbs) 1.0 10 9 6 #3 @12” o.c. 1601 5.0 1300 9 6 #3 @12” o.c 1601 2.0 83 9 6 #3 @12” o.c. 1601 6.0 2246 10 7 #3 @ 6” o.c. 3195 3.0 280 9 6 #3 @12” o.c. 1601 7.0 3567 11 8 #3 @ 6” o.c. 3583 4.0 666 9 6 #3 @12” o.c. 1601 8.0 5325 12 9 #3 @ 6” o.c. 5614
*t and d increase as wall goes into radius, assume 3 inch increase at 1.0’ into radius and 6 inch increase at bottom of radius.
Include reinforcement on backside of negative edge wall for additional crack and shrinkage control (#3 @ 12” o.c. e.w., moment capacity = 561 ft-lbs).
PROJECT: Commercial Pool Plan Calculations 2447 W 12th Street, Suite 1 Tempe, AZ 85281 2012 IBC Specifications Phone: (480) 927-9696 Fax: (480) 927-9797 Date: March 31, 2015 Scale: N/A COPYRIGHT ® 2015 AMMTEC CONSULTANTS, PLLC. Page: 11 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 5-A Depth of Pool Section (ft): 5.0 feet, Soil Type: A Normal Soil Radius of Steel (ft): 1.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 1.0 Depth to Radius (ft.) = 4.0 EFP= 30 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 1.38 0.00 1.00 105 0 0 0.00 0 1.0 5 15 2.0 6.00 0.00 0.00 0.00 1.25 0.00 1.00 70 105 0 0.00 0 2.0 40 60 3.0 6.00 0.00 0.00 0.00 1.25 0.00 1.00 70 175 0 0.00 0 3.0 135 135 3.5 6.00 0.00 0.00 0.00 1.25 0.00 0.50 35 245 0 0.00 0 3.5 214 184 4.0 6.00 0.00 0.00 0.00 1.25 0.00 0.50 35 280 0 0.00 0 4.0 320 240 4.5 6.00 0.52 0.00 0.52 1.08 0.12 0.65 46 315 6 0.17 58 4.5 456 304 5.0 6.00 1.57 0.52 1.05 0.00 0.63 1.31 92 361 57 1.08 506 5.0 625 375 5.5 5.5 832 454 6.0 6.0 1080 540 6.5 6.5 1373 634 7.0 7.0 1715 735 7.5 7.5 2109 844 8.0 8.0 2560 960 8.5 8.5 3071 1084 9.0 9.0 3645 1215 9.5 9.5 4287 1354 10.0 10.0 5000 1500 10.5 10.5 5788 1654 11.0 11.0 6655 1815 11.5 11.5 7604 1984 12.0 12.0 8640 2160 12.5 12.5 9766 2344 13.0 13.0 10985 2535 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 30 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 5 6 3 0.11 0.17 566 561 f'c = f'c of Gunite or Concrete 2.0 40 6 3 0.11 0.17 566 526 d = Depth to Steel Centroid 3.0 135 6 3 0.11 0.17 566 431 "a" = (as*fy)/(0.85*b*f'c ) 3.5 214 6 3 0.11 0.17 566 351 MA = Allowable Moment 4.0 320 6 3 0.11 0.17 566 246 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 397 6 3 0.11 0.17 566 168 M = Sum of all moments 5.0 119 6 3 0.11 0.17 566 447 = MA - MRD 5.5 PROJECT: Standard Pool Plan Calculations 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 12 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 6-A Depth of Pool Section (ft): 6.0 feet, Soil Type: A Normal Soil Radius of Steel (ft): 2.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 2.0 Depth to Radius (ft.) = 4.0 EFP= 30 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 2.38 0.00 1.00 105 0 0 0.00 0 1.0 5 15 2.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 105 0 0.00 0 2.0 40 60 3.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 175 0 0.00 0 3.0 135 135 3.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 245 0 0.00 0 3.5 214 184 4.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 280 0 0.00 0 4.0 320 240 4.5 6.00 0.25 0.00 0.25 2.18 0.05 0.57 40 315 2 0.07 25 4.5 456 304 5.0 6.00 0.52 0.25 0.27 1.95 0.13 0.61 43 355 6 0.23 112 5.0 625 375 5.5 6.00 0.85 0.52 0.32 1.49 0.25 0.73 51 397 13 0.46 308 5.5 832 454 6.0 6.00 1.57 0.85 0.72 0.00 0.80 1.63 114 449 91 1.49 1066 6.0 1080 540 6.5 6.5 1373 634 7.0 7.0 1715 735 7.5 7.5 2109 844 8.0 8.0 2560 960 8.5 8.5 3071 1084 9.0 9.0 3645 1215 9.5 9.5 4287 1354 10.0 10.0 5000 1500 10.5 10.5 5788 1654 11.0 11.0 6655 1815 11.5 11.5 7604 1984 12.0 12.0 8640 2160 12.5 12.5 9766 2344 13.0 13.0 10985 2535 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 30 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 5 6 3 0.11 0.17 566 561 f'c = f'c of Gunite or Concrete 2.0 40 6 3 0.11 0.17 566 526 d = Depth to Steel Centroid 3.0 135 6 3 0.11 0.17 566 431 "a" = (as*fy)/(0.85*b*f'c ) 3.5 214 6 3 0.11 0.17 566 351 MA = Allowable Moment 4.0 320 6 3 0.11 0.17 566 246 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 431 6 3 0.11 0.17 566 135 M = Sum of all moments 5.0 513 6 3 0.11 0.17 566 53 = MA - MRD 5.5 524 6 3 0.11 0.17 566 42 PROJECT: Standard Pool Plan Calculations 6.0 14 6 3 0.11 0.17 566 552 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 13 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 7-A Depth of Pool Section (ft): 7.0 feet, Soil Type: A Normal Soil Radius of Steel (ft): 2.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 2.0 Depth to Radius (ft.) = 5.0 EFP= 30 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 2.38 0.00 1.00 105 0 0 0.00 0 1.0 5 15 2.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 105 0 0.00 0 2.0 40 60 3.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 175 0 0.00 0 3.0 135 135 3.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 245 0 0.00 0 3.5 214 184 4.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 280 0 0.00 0 4.0 320 240 4.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 315 0 0.00 0 4.5 456 304 5.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 350 0 0.00 0 5.0 625 375 5.5 6.00 0.25 0.00 0.25 2.18 0.05 0.57 40 385 2 0.07 30 5.5 832 454 6.0 6.00 0.52 0.25 0.27 1.95 0.13 0.61 43 425 6 0.23 133 6.0 1080 540 6.5 6.00 0.85 0.52 0.32 1.49 0.25 0.73 51 467 13 0.46 361 6.5 1373 634 7.0 6.00 1.57 0.85 0.72 0.00 0.80 1.63 114 519 91 1.49 1223 7.0 1715 735 7.5 7.5 2109 844 8.0 8.0 2560 960 8.5 8.5 3071 1084 9.0 9.0 3645 1215 9.5 9.5 4287 1354 10.0 10.0 5000 1500 10.5 10.5 5788 1654 11.0 11.0 6655 1815 11.5 11.5 7604 1984 12.0 12.0 8640 2160 12.5 12.5 9766 2344 13.0 13.0 10985 2535 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 30 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 5 6 3 0.11 0.17 566 561 f'c = f'c of Gunite or Concrete 2.0 40 6 3 0.11 0.17 566 526 d = Depth to Steel Centroid 3.0 135 6 3 0.11 0.17 566 431 "a" = (as*fy)/(0.85*b*f'c ) 3.5 214 6 3 0.22 0.35 1098 883 MA = Allowable Moment 4.0 320 6 3 0.22 0.35 1098 778 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 456 6 3 0.22 0.35 1098 642 M = Sum of all moments 5.0 625 6 3 0.22 0.35 1098 473 = MA - MRD 5.5 802 6 3 0.22 0.35 1098 295 PROJECT: Standard Pool Plan Calculations 6.0 947 6 3 0.22 0.35 1098 151 6.5 1012 6 3 0.22 0.35 1098 86 7.0 492 6 3 0.22 0.35 1098 606 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 14 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 8-A Depth of Pool Section (ft): 8.0 feet, Soil Type: A Normal Soil Radius of Steel (ft): 3.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 5.0 EFP= 30 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 5 15 2.0 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70 105 0 0.00 0 2.0 40 60 3.0 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70 175 0 0.00 0 3.0 135 135 3.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 245 0 0.00 0 3.5 214 184 4.0 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 280 0 0.00 0 4.0 320 240 4.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 315 0 0.00 0 4.5 456 304 5.0 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 350 0 0.00 0 5.0 625 375 5.5 6.00 0.17 0.00 0.17 3.20 0.03 0.54 38 385 1 0.05 19 5.5 832 454 6.0 6.00 0.34 0.17 0.17 3.06 0.08 0.56 39 423 3 0.14 81 6.0 1080 540 6.5 6.00 0.52 0.34 0.18 2.81 0.14 0.60 42 462 6 0.25 203 6.5 1373 634 7.0 7.00 0.73 0.52 0.21 2.45 0.21 0.68 55 504 12 0.36 396 7.0 1715 735 7.5 7.00 0.99 0.73 0.26 1.82 0.33 0.84 69 560 23 0.63 774 7.5 2109 844 8.0 7.00 1.57 0.99 0.59 0.00 0.95 1.93 157 628 150 1.82 2067 8.0 2560 960 8.5 8.5 3071 1084 9.0 9.0 3645 1215 9.5 9.5 4287 1354 10.0 10.0 5000 1500 10.5 10.5 5788 1654 11.0 11.0 6655 1815 11.5 11.5 7604 1984 12.0 12.0 8640 2160 12.5 12.5 9766 2344 13.0 13.0 10985 2535 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 30 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 5 6 3 0.11 0.17 566 561 f'c = f'c of Gunite or Concrete 2.0 40 6 3 0.11 0.17 566 526 d = Depth to Steel Centroid 3.0 135 6 3 0.11 0.17 566 431 "a" = (as*fy)/(0.85*b*f'c ) 3.5 214 6 3 0.22 0.35 1098 883 MA = Allowable Moment 4.0 320 6 3 0.22 0.35 1098 778 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 456 6 3 0.22 0.35 1098 642 M = Sum of all moments 5.0 625 6 3 0.22 0.35 1098 473 = MA - MRD 5.5 813 6 3 0.22 0.35 1098 285 PROJECT: Standard Pool Plan Calculations 6.0 999 6 3 0.22 0.35 1098 99 6.5 1171 7 4 0.22 0.35 1486 315 7.0 1319 7 4 0.22 0.35 1486 167 7.5 1335 7 4 0.22 0.35 1486 151 8.0 493 7 4 0.22 0.35 1486 993 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 15 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 9-A Depth of Pool Section (ft): 9.0 feet, Soil Type: A Normal Soil Radius of Steel (ft): 3.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 6.0 EFP= 30 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 5 15 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 40 60 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 135 135 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 214 184 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 320 240 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 456 304 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 625 375 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 832 454 6.0 8.00 0.00 0.00 0.00 3.33 0.00 0.50 47 473 0 0.00 0 6.0 1080 540 6.5 8.00 0.17 0.00 0.17 3.29 0.03 0.56 52 519 2 0.05 26 6.5 1373 634 7.0 8.00 0.34 0.17 0.17 3.14 0.08 0.57 54 571 5 0.14 113 7.0 1715 735 7.5 8.00 0.52 0.34 0.18 2.89 0.14 0.61 57 625 8 0.26 281 7.5 2109 844 8.0 8.00 0.73 0.52 0.21 2.48 0.22 0.69 64 682 14 0.40 569 8.0 2560 960 8.5 9.00 0.99 0.73 0.26 1.87 0.34 0.86 91 746 31 0.62 1062 8.5 3071 1084 9.0 9.00 1.57 0.99 0.59 0.00 0.97 1.98 208 837 202 1.87 2825 9.0 3645 1215 9.5 9.5 4287 1354 10.0 10.0 5000 1500 10.5 10.5 5788 1654 11.0 11.0 6655 1815 11.5 11.5 7604 1984 12.0 12.0 8640 2160 12.5 12.5 9766 2344 13.0 13.0 10985 2535 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 30 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 5 7 4 0.11 0.17 760 755 f'c = f'c of Gunite or Concrete 2.0 40 7 4 0.11 0.17 760 720 d = Depth to Steel Centroid 3.0 135 7 4 0.11 0.17 760 625 "a" = (as*fy)/(0.85*b*f'c ) 3.5 214 7 4 0.22 0.35 1486 1272 MA = Allowable Moment 4.0 320 7 4 0.22 0.35 1486 1166 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 456 7 4 0.22 0.35 1486 1030 M = Sum of all moments 5.0 625 7 4 0.22 0.35 1486 861 = MA - MRD 5.5 832 8 5 0.22 0.35 1874 1042 PROJECT: Standard Pool Plan Calculations 6.0 1080 8 5 0.22 0.35 1874 794 6.5 1347 8 5 0.22 0.35 1874 527 7.0 1602 8 5 0.22 0.35 1874 272 7.5 1829 8 5 0.22 0.35 1874 46 8.0 1991 9 6 0.22 0.35 2262 271 8.5 2009 9 6 0.22 0.35 2262 254 9.0 820 9 6 0.22 0.35 2262 1442 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 16 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 10-A Depth of Pool Section (ft): 10.0 feet, Soil Type: A Normal Soil Radius of Steel (ft): 3.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 7.0 EFP= 30 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 5 15 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 40 60 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 135 135 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 214 184 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 320 240 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 456 304 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 625 375 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 832 454 6.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 473 0 0.00 0 6.0 1080 540 6.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 513 0 0.00 0 6.5 1373 634 7.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 554 0 0.00 0 7.0 1715 735 7.5 7.00 0.17 0.00 0.17 3.25 0.03 0.55 45 595 2 0.05 29 7.5 2109 844 8.0 8.00 0.34 0.17 0.17 3.14 0.08 0.57 54 640 5 0.10 99 8.0 2560 960 8.5 8.00 0.52 0.34 0.18 2.89 0.14 0.61 57 694 8 0.26 285 8.5 3071 1084 9.0 9.00 0.73 0.52 0.21 2.52 0.22 0.70 73 751 16 0.37 580 9.0 3645 1215 9.5 9.00 0.99 0.73 0.26 1.87 0.34 0.86 91 824 31 0.65 1146 9.5 4287 1354 10.0 9.00 1.57 0.99 0.59 0.00 0.97 1.98 208 914 202 1.87 3054 10.0 5000 1500 10.5 10.5 5788 1654 11.0 11.0 6655 1815 11.5 11.5 7604 1984 12.0 12.0 8640 2160 12.5 12.5 9766 2344 13.0 13.0 10985 2535 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 30 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in.2 in. ft-lb ft-lb fy = Grade of Steel 1.0 5 7 4 0.11 0.17 760 755 f'c = f'c of Gunite or Concrete 2.0 40 7 4 0.11 0.17 760 720 d = Depth to Steel Centroid 3.0 135 7 4 0.11 0.17 760 625 "a" = (as*fy)/(0.85*b*f'c ) 3.5 214 7 4 0.22 0.35 1486 1272 MA = Allowable Moment 4.0 320 7 4 0.22 0.35 1486 1166 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 456 7 4 0.22 0.35 1486 1030 M = Sum of all moments 5.0 625 7 4 0.22 0.35 1486 861 = MA - MRD 5.5 832 7 4 0.22 0.35 1486 654 PROJECT: Standard Pool Plan Calculations 6.0 1080 7 4 0.22 0.35 1486 406 6.5 1373 7 4 0.33 0.52 2179 806 7.0 1715 7 4 0.33 0.52 2179 464 7.5 2080 8 5 0.33 0.52 2761 681 8.0 2461 8 5 0.33 0.52 2761 300 8.5 2786 9 6 0.33 0.52 3343 558 9.0 3065 9 6 0.33 0.52 3343 278 9.5 3141 9 6 0.33 0.52 3343 203 10.0 1946 9 6 0.33 0.52 3343 1398 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 17 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 11-A Depth of Pool Section (ft): 11.0 feet, Soil Type: A Normal Soil Radius of Steel (ft): 3.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 8.0 EFP= 30 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 5 15 2.0 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70 105 0 0.00 0 2.0 40 60 3.0 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70 175 0 0.00 0 3.0 135 135 3.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 245 0 0.00 0 3.5 214 184 4.0 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 280 0 0.00 0 4.0 320 240 4.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 315 0 0.00 0 4.5 456 304 5.0 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 350 0 0.00 0 5.0 625 375 5.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 385 0 0.00 0 5.5 832 454 6.0 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 420 0 0.00 0 6.0 1080 540 6.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 455 0 0.00 0 6.5 1373 634 7.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 490 0 0.00 0 7.0 1715 735 7.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 531 0 0.00 0 7.5 2109 844 8.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 572 0 0.00 0 8.0 2560 960 8.5 8.00 0.17 0.00 0.17 3.29 0.03 0.56 52 613 2 0.00 5 8.5 3071 1084 9.0 9.00 0.34 0.17 0.17 3.18 0.09 0.58 61 665 5 0.10 80 9.0 3645 1215 9.5 10.00 0.52 0.34 0.18 2.96 0.14 0.63 73 726 11 0.22 252 9.5 4287 1354 10.0 11.00 0.73 0.52 0.21 2.58 0.22 0.71 91 799 20 0.38 577 10.0 5000 1500 10.5 11.00 0.99 0.73 0.26 1.91 0.35 0.88 113 890 40 0.67 1210 10.5 5788 1654 11.0 11.00 1.57 0.99 0.59 0.00 1.00 2.03 260 1004 260 1.91 3388 11.0 6655 1815 11.5 11.5 7604 1984 12.0 12.0 8640 2160 12.5 12.5 9766 2344 13.0 13.0 10985 2535 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 30 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in. in. ft-lb ft-lb fy = Grade of Steel 1.0 5 6 3 0.11 0.17 566 561 f'c = f'c of Gunite or Concrete 2.0 40 6 3 0.11 0.17 566 526 d = Depth to Steel Centroid 3.0 135 6 3 0.11 0.17 566 431 "a" = (as*fy)/(0.85*b*f'c ) 3.5 214 6 3 0.22 0.35 1098 883 MA = Allowable Moment 4.0 320 6 3 0.22 0.35 1098 778 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 456 6 3 0.22 0.35 1098 642 M = Sum of all moments 5.0 625 6 3 0.22 0.35 1098 473 = MA - MRD 5.5 832 6 3 0.22 0.35 1098 266 PROJECT: Standard Pool Plan Calculations 6.0 1080 6 3 0.22 0.35 1098 18 6.5 1373 7 4 0.33 0.52 2179 806 7.0 1715 7 4 0.33 0.52 2179 464 7.5 2109 7 4 0.33 0.52 2179 69 8.0 2560 8 5 0.33 0.52 2761 201 8.5 3066 9 6 0.33 0.52 3343 278 9.0 3565 10 7 0.33 0.52 3926 360 9.5 4035 11 8 0.33 0.52 5069 1034 10.0 4423 11 8 0.33 0.52 5069 646 10.5 4578 11 8 0.33 0.52 5069 491 2447 West 12th Street Suite 1 11.0 3267 11 8 0.33 0.52 5069 1802 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 18 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 5-B Depth of Pool Section (ft): 5.0 feet, Soil Type: B Expansive Soil Radius of Steel (ft): 1.0 5-B RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 1.0 Depth to Radius (ft.) = 4.0 EFP= 45 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 1.38 0.00 1.00 105 0 0 0.00 0 1.0 8 23 2.0 6.00 0.00 0.00 0.00 1.25 0.00 1.00 70 105 0 0.00 0 2.0 60 90 3.0 6.00 0.00 0.00 0.00 1.25 0.00 1.00 70 175 0 0.00 0 3.0 203 203 3.5 6.00 0.00 0.00 0.00 1.25 0.00 0.50 35 245 0 0.00 0 3.5 322 276 4.0 6.00 0.00 0.00 0.00 1.25 0.00 0.50 35 280 0 0.00 0 4.0 480 360 4.5 6.00 0.52 0.00 0.52 1.08 0.12 0.65 46 315 6 0.17 58 4.5 683 456 5.0 7.00 1.57 0.52 1.05 0.00 0.65 1.35 110 361 71 1.08 520 5.0 938 563 5.5 5.5 1248 681 6.0 6.0 1620 810 6.5 6.5 2060 951 7.0 7.0 2573 1103 7.5 7.5 3164 1266 8.0 8.0 3840 1440 8.5 8.5 4606 1626 9.0 9.0 5468 1823 9.5 9.5 6430 2031 10.0 10.0 7500 2250 10.5 10.5 8682 2481 11.0 11.0 9983 2723 11.5 11.5 11407 2976 12.0 12.0 12960 3240 12.5 12.5 14648 3516 13.0 13.0 16478 3803 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 45 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in. in. ft-lb ft-lb fy = Grade of Steel 1.0 8 6 3 0.11 0.17 566 558 f'c = f'c of Gunite or Concrete 2.0 60 6 3 0.11 0.17 566 506 d = Depth to Steel Centroid 3.0 203 6 3 0.11 0.17 566 363 "a" = (as*fy)/(0.85*b*f'c ) 3.5 322 6 3 0.11 0.17 566 244 MA = Allowable Moment 4.0 480 6 3 0.11 0.17 566 86 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 625 7 4 0.11 0.17 760 135 M = Sum of all moments 5.0 417 7 4 0.11 0.17 760 343 = MA - MRD 5.5 PROJECT: Standard Pool Plan Calculations 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 19 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 6-B Depth of Pool Section (ft): 6.0 feet, Soil Type: B Expansive Soil Radius of Steel (ft): 2.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 2.0 Depth to Radius (ft.) = 4.0 EFP= 45 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 2.38 0.00 1.00 105 0 0 0.00 0 1.0 8 23 2.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 105 0 0.00 0 2.0 60 90 3.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 175 0 0.00 0 3.0 203 203 3.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 245 0 0.00 0 3.5 322 276 4.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 280 0 0.00 0 4.0 480 360 4.5 6.00 0.25 0.00 0.25 2.18 0.05 0.57 40 315 2 0.07 25 4.5 683 456 5.0 6.00 0.52 0.25 0.27 1.95 0.13 0.61 43 355 6 0.23 112 5.0 938 563 5.5 6.00 0.85 0.52 0.32 1.49 0.25 0.73 51 397 13 0.46 308 5.5 1248 681 6.0 6.00 1.57 0.85 0.72 0.00 0.80 1.63 114 449 91 1.49 1066 6.0 1620 810 6.5 6.5 2060 951 7.0 7.0 2573 1103 7.5 7.5 3164 1266 8.0 8.0 3840 1440 8.5 8.5 4606 1626 9.0 9.0 5468 1823 9.5 9.5 6430 2031 10.0 10.0 7500 2250 10.5 10.5 8682 2481 11.0 11.0 9983 2723 11.5 11.5 11407 2976 12.0 12.0 12960 3240 12.5 12.5 14648 3516 13.0 13.0 16478 3803 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 45 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in. in. ft-lb ft-lb fy = Grade of Steel 1.0 8 6 3 0.11 0.17 566 558 f'c = f'c of Gunite or Concrete 2.0 60 6 3 0.11 0.17 566 506 d = Depth to Steel Centroid 3.0 203 6 3 0.11 0.17 566 363 "a" = (as*fy)/(0.85*b*f'c ) 3.5 322 6 3 0.11 0.17 566 244 MA = Allowable Moment 4.0 480 6 3 0.11 0.17 566 86 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 659 6 3 0.22 0.35 1098 439 M = Sum of all moments 5.0 826 6 3 0.22 0.35 1098 272 = MA - MRD 5.5 940 6 3 0.22 0.35 1098 158 PROJECT: Standard Pool Plan Calculations 6.0 554 6 3 0.22 0.35 1098 544 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 20 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 7-B Depth of Pool Section (ft): 7.0 feet, Soil Type: B Expansive Soil Radius of Steel (ft): 2.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 2.0 Depth to Radius (ft.) = 5.0 EFP= 45 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 2.38 0.00 1.00 105 0 0 0.00 0 1.0 8 23 2.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 105 0 0.00 0 2.0 60 90 3.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 175 0 0.00 0 3.0 203 203 3.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 245 0 0.00 0 3.5 322 276 4.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 280 0 0.00 0 4.0 480 360 4.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 315 0 0.00 0 4.5 683 456 5.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 350 0 0.00 0 5.0 938 563 5.5 6.00 0.25 0.00 0.25 2.18 0.05 0.57 40 385 2 0.07 30 5.5 1248 681 6.0 7.00 0.52 0.25 0.27 1.98 0.14 0.62 51 425 7 0.19 119 6.0 1620 810 6.5 8.00 0.85 0.52 0.32 1.54 0.26 0.76 71 476 19 0.44 347 6.5 2060 951 7.0 8.00 1.57 0.85 0.72 0.00 0.82 1.69 157 546 130 1.54 1320 7.0 2573 1103 7.5 7.5 3164 1266 8.0 8.0 3840 1440 8.5 8.5 4606 1626 9.0 9.0 5468 1823 9.5 9.5 6430 2031 10.0 10.0 7500 2250 10.5 10.5 8682 2481 11.0 11.0 9983 2723 11.5 11.5 11407 2976 12.0 12.0 12960 3240 12.5 12.5 14648 3516 13.0 13.0 16478 3803 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 45 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in. in. ft-lb ft-lb fy = Grade of Steel 1.0 8 6 3 0.11 0.17 566 558 f'c = f'c of Gunite or Concrete 2.0 60 6 3 0.11 0.17 566 506 d = Depth to Steel Centroid 3.0 203 6 3 0.11 0.17 566 363 "a" = (as*fy)/(0.85*b*f'c ) 3.5 322 6 3 0.22 0.35 1098 776 MA = Allowable Moment 4.0 480 6 3 0.22 0.35 1098 618 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 683 6 3 0.22 0.35 1098 414 M = Sum of all moments 5.0 938 6 3 0.22 0.35 1098 160 = MA - MRD 5.5 1218 7 4 0.22 0.35 1486 268 PROJECT: Standard Pool Plan Calculations 6.0 1501 8 5 0.22 0.35 1874 373 6.5 1712 8 5 0.22 0.35 1874 162 7.0 1252 8 5 0.22 0.35 1874 622 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 21 of 32 RECEIVED 03/05/2024 ROC LEGAL
#VALUE! Standard Detail: 8-B Depth of Pool Section (ft): 8.0 feet, Soil Type: B Expansive Soil Radius of Steel (ft): 3.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 5.0 EFP= 45 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 8 23 2.0 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70 105 0 0.00 0 2.0 60 90 3.0 6.00 0.00 0.00 0.00 3.25 0.00 1.00 70 175 0 0.00 0 3.0 203 203 3.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 245 0 0.00 0 3.5 322 276 4.0 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 280 0 0.00 0 4.0 480 360 4.5 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 315 0 0.00 0 4.5 683 456 5.0 6.00 0.00 0.00 0.00 3.25 0.00 0.50 35 350 0 0.00 0 5.0 938 563 5.5 6.00 0.17 0.00 0.17 3.20 0.03 0.54 38 385 1 0.05 19 5.5 1248 681 6.0 7.00 0.34 0.17 0.17 3.10 0.08 0.57 46 423 4 0.10 65 6.0 1620 810 6.5 7.00 0.52 0.34 0.18 2.85 0.14 0.60 49 469 7 0.25 191 6.5 2060 951 7.0 7.00 0.73 0.52 0.21 2.45 0.21 0.68 55 519 12 0.40 409 7.0 2573 1103 7.5 7.00 0.99 0.73 0.26 1.82 0.33 0.84 69 574 23 0.63 796 7.5 3164 1266 8.0 8.00 1.57 0.99 0.59 0.00 0.96 1.95 182 643 175 1.82 2141 8.0 3840 1440 8.5 8.5 4606 1626 9.0 9.0 5468 1823 9.5 9.5 6430 2031 10.0 10.0 7500 2250 10.5 10.5 8682 2481 11.0 11.0 9983 2723 11.5 11.5 11407 2976 12.0 12.0 12960 3240 12.5 12.5 14648 3516 13.0 13.0 16478 3803 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 45 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in. in. ft-lb ft-lb fy = Grade of Steel 1.0 8 6 3 0.11 0.17 566 558 f'c = f'c of Gunite or Concrete 2.0 60 6 3 0.11 0.17 566 506 d = Depth to Steel Centroid 3.0 203 6 3 0.11 0.17 566 363 "a" = (as*fy)/(0.85*b*f'c ) 3.5 322 6 3 0.22 0.35 1098 776 MA = Allowable Moment 4.0 480 6 3 0.22 0.35 1098 618 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 683 6 3 0.22 0.35 1098 414 M = Sum of all moments 5.0 938 6 3 0.22 0.35 1098 160 = MA - MRD 5.5 1229 7 4 0.22 0.35 1486 257 PROJECT: Standard Pool Plan Calculations 6.0 1555 7 4 0.33 0.52 2179 624 6.5 1869 7 4 0.33 0.52 2179 310 7.0 2164 7 4 0.33 0.52 2179 15 7.5 2368 8 5 0.33 0.52 2761 393 8.0 1699 8 5 0.33 0.52 2761 1062 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 22 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 9-B Depth of Pool Section (ft): 9.0 feet, Soil Type: B Expansive Soil Radius of Steel (ft): 3.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 6.0 EFP= 45 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 8 23 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 60 90 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 203 203 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 322 276 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 480 360 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 683 456 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 938 563 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 1248 681 6.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 473 0 0.00 0 6.0 1620 810 6.5 7.00 0.17 0.00 0.17 3.25 0.03 0.55 45 513 2 0.05 25 6.5 2060 951 7.0 8.00 0.34 0.17 0.17 3.14 0.08 0.57 54 558 5 0.10 87 7.0 2573 1103 7.5 8.00 0.52 0.34 0.18 2.89 0.14 0.61 57 612 8 0.26 252 7.5 3164 1266 8.0 9.00 0.73 0.52 0.21 2.52 0.22 0.70 73 669 16 0.37 516 8.0 3840 1440 8.5 9.00 0.99 0.73 0.26 1.87 0.34 0.86 91 742 31 0.65 1030 8.5 4606 1626 9.0 10.00 1.57 0.99 0.59 0.00 0.99 2.00 233 833 230 1.87 2813 9.0 5468 1823 9.5 9.5 6430 2031 10.0 10.0 7500 2250 10.5 10.5 8682 2481 11.0 11.0 9983 2723 11.5 11.5 11407 2976 12.0 12.0 12960 3240 12.5 12.5 14648 3516 13.0 13.0 16478 3803 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 45 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in. in. ft-lb ft-lb fy = Grade of Steel 1.0 8 7 4 0.11 0.17 760 752 f'c = f'c of Gunite or Concrete 2.0 60 7 4 0.11 0.17 760 700 d = Depth to Steel Centroid 3.0 203 7 4 0.11 0.17 760 557 "a" = (as*fy)/(0.85*b*f'c ) 3.5 322 7 4 0.22 0.35 1486 1164 MA = Allowable Moment 4.0 480 7 4 0.22 0.35 1486 1006 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 683 7 4 0.22 0.35 1486 803 M = Sum of all moments 5.0 938 7 4 0.22 0.35 1486 548 = MA - MRD 5.5 1248 7 4 0.22 0.35 1486 238 PROJECT: Standard Pool Plan Calculations 6.0 1620 7 4 0.33 0.52 2179 559 6.5 2035 8 5 0.33 0.52 2761 727 7.0 2485 8 5 0.33 0.52 2761 276 7.5 2912 9 6 0.33 0.52 3343 431 8.0 3324 9 6 0.33 0.52 3343 20 8.5 3576 10 7 0.33 0.52 3926 349 9.0 2654 10 7 0.33 0.52 3926 1272 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 23 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 10-B Depth of Pool Section (ft): 10.0 feet, Soil Type: B Expansive Soil Radius of Steel (ft): 3.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 7.0 EFP= 45 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 8 23 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 60 90 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 203 203 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 322 276 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 480 360 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 683 456 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 938 563 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 1248 681 6.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 473 0 0.00 0 6.0 1620 810 6.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 513 0 0.00 0 6.5 2060 951 7.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 554 0 0.00 0 7.0 2573 1103 7.5 8.00 0.17 0.00 0.17 3.29 0.03 0.56 52 595 2 0.00 5 7.5 3164 1266 8.0 9.00 0.34 0.17 0.17 3.18 0.09 0.58 61 647 5 0.10 78 8.0 3840 1440 8.5 10.00 0.52 0.34 0.18 2.96 0.14 0.63 73 708 11 0.22 246 8.5 4606 1626 9.0 11.00 0.73 0.52 0.21 2.58 0.22 0.71 91 781 20 0.38 565 9.0 5468 1823 9.5 11.00 0.99 0.73 0.26 1.91 0.35 0.88 113 873 40 0.67 1186 9.5 6430 2031 10.0 12.00 1.57 0.99 0.59 0.00 1.01 2.05 287 986 290 1.91 3361 10.0 7500 2250 10.5 10.5 8682 2481 11.0 11.0 9983 2723 11.5 11.5 11407 2976 12.0 12.0 12960 3240 12.5 12.5 14648 3516 13.0 13.0 16478 3803 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 45 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in. in. ft-lb ft-lb fy = Grade of Steel 1.0 8 7 4 0.11 0.17 760 752 f'c = f'c of Gunite or Concrete 2.0 60 7 4 0.11 0.17 760 700 d = Depth to Steel Centroid 3.0 203 7 4 0.11 0.17 760 557 "a" = (as*fy)/(0.85*b*f'c ) 3.5 322 7 4 0.22 0.35 1486 1164 MA = Allowable Moment 4.0 480 7 4 0.22 0.35 1486 1006 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 683 7 4 0.22 0.35 1486 803 M = Sum of all moments 5.0 938 7 4 0.22 0.35 1486 548 = MA - MRD 5.5 1248 7 4 0.22 0.35 1486 238 PROJECT: Standard Pool Plan Calculations 6.0 1620 7 4 0.33 0.52 2179 559 6.5 2060 7 4 0.33 0.52 2179 119 7.0 2573 8 5 0.33 0.52 2761 189 7.5 3159 9 6 0.33 0.52 3343 184 8.0 3762 10 7 0.33 0.52 3926 163 8.5 4360 11 8 0.33 0.52 5069 709 9.0 4903 11 8 0.33 0.52 5069 166 9.5 5244 12 9 0.33 0.52 5651 407 10.0 4139 12 9 0.33 0.52 5651 1513 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 24 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 11-B Depth of Pool Section (ft): 11.0 feet, Soil Type: B Expansive Soil Radius of Steel (ft): 3.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 8.0 EFP= 45 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 8 23 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 60 90 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 203 203 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 322 276 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 480 360 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 683 456 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 938 563 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 1248 681 6.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 473 0 0.00 0 6.0 1620 810 6.5 8.00 0.00 0.00 0.00 3.33 0.00 0.50 47 513 0 0.00 0 6.5 2060 951 7.0 8.00 0.00 0.00 0.00 3.33 0.00 0.50 47 560 0 0.00 0 7.0 2573 1103 7.5 8.00 0.00 0.00 0.00 3.33 0.00 0.50 47 607 0 0.00 0 7.5 3164 1266 8.0 9.00 0.00 0.00 0.00 3.38 0.00 0.50 53 653 0 0.00 0 8.0 3840 1440 8.5 10.00 0.17 0.00 0.17 3.37 0.04 0.57 67 706 2 0.01 7 8.5 4606 1626 9.0 11.00 0.34 0.17 0.17 3.26 0.09 0.60 77 773 7 0.11 97 9.0 5468 1823 9.5 12.00 0.52 0.34 0.18 3.03 0.15 0.64 90 849 13 0.23 305 9.5 6430 2031 10.0 12.00 0.73 0.52 0.21 2.61 0.23 0.72 101 939 23 0.42 725 10.0 7500 2250 10.5 12.00 0.99 0.73 0.26 1.93 0.36 0.89 125 1040 45 0.67 1470 10.5 8682 2481 11.0 12.00 1.57 0.99 0.59 0.00 1.01 2.05 287 1165 290 1.93 4015 11.0 9983 2723 11.5 11.5 11407 2976 12.0 12.0 12960 3240 12.5 12.5 14648 3516 13.0 13.0 16478 3803 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 45 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in. in. ft-lb ft-lb fy = Grade of Steel 1.0 8 7 4 0.11 0.17 760 752 f'c = f'c of Gunite or Concrete 2.0 60 7 4 0.11 0.17 760 700 d = Depth to Steel Centroid 3.0 203 7 4 0.11 0.17 760 557 "a" = (as*fy)/(0.85*b*f'c ) 3.5 322 7 4 0.22 0.35 1486 1164 MA = Allowable Moment 4.0 480 7 4 0.22 0.35 1486 1006 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 683 7 4 0.22 0.35 1486 803 M = Sum of all moments 5.0 938 7 4 0.22 0.35 1486 548 = MA - MRD 5.5 1248 7 4 0.22 0.35 1486 238 PROJECT: Standard Pool Plan Calculations 6.0 1620 8 5 0.33 0.52 2761 1141 6.5 2060 8 5 0.33 0.52 2761 701 7.0 2573 8 5 0.33 0.52 2761 189 7.5 3164 9 6 0.33 0.52 3343 179 8.0 3840 10 7 0.33 0.52 3926 86 8.5 4599 11 8 0.33 0.52 5069 470 9.0 5370 12 9 0.33 0.52 5651 281 9.5 6125 12 9 0.44 0.69 7281 1156 10.0 6775 12 9 0.44 0.69 7281 506 10.5 7212 12 9 0.44 0.69 7281 69 2447 West 12th Street Suite 1 11.0 5968 12 9 0.44 0.69 7281 1313 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 25 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 5-C Depth of Pool Section (ft): 5.0 feet, Soil Type: C Expansive Soil w/ Slope Radius of Steel (ft): 1.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 1.0 Depth to Radius (ft.) = 4.0 EFP= 60 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 1.38 0.00 1.00 105 0 0 0.00 0 1.0 10 30 2.0 6.00 0.00 0.00 0.00 1.25 0.00 1.00 70 105 0 0.00 0 2.0 80 120 3.0 6.00 0.00 0.00 0.00 1.25 0.00 1.00 70 175 0 0.00 0 3.0 270 270 3.5 6.00 0.00 0.00 0.00 1.25 0.00 0.50 35 245 0 0.00 0 3.5 429 368 4.0 6.00 0.00 0.00 0.00 1.25 0.00 0.50 35 280 0 0.00 0 4.0 640 480 4.5 6.00 0.52 0.00 0.52 1.08 0.12 0.65 46 315 6 0.17 58 4.5 911 608 5.0 6.00 1.57 0.52 1.05 0.00 0.63 1.31 92 361 57 1.08 506 5.0 1250 750 5.5 5.5 1664 908 6.0 6.0 2160 1080 6.5 6.5 2746 1268 7.0 7.0 3430 1470 7.5 7.5 4219 1688 8.0 8.0 5120 1920 8.5 8.5 6141 2168 9.0 9.0 7290 2430 9.5 9.5 8574 2708 10.0 10.0 10000 3000 10.5 10.5 11576 3308 11.0 11.0 13310 3630 11.5 11.5 15209 3968 12.0 12.0 17280 4320 12.5 12.5 19531 4688 13.0 13.0 21970 5070 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 60 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in. in. ft-lb ft-lb fy = Grade of Steel 1.0 10 6 3 0.22 0.35 1098 1088 f'c = f'c of Gunite or Concrete 2.0 80 6 3 0.22 0.35 1098 1018 d = Depth to Steel Centroid 3.0 270 6 3 0.22 0.35 1098 828 "a" = (as*fy)/(0.85*b*f'c ) 3.5 429 6 3 0.22 0.35 1098 669 MA = Allowable Moment 4.0 640 6 3 0.22 0.35 1098 458 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 853 6 3 0.22 0.35 1098 245 M = Sum of all moments 5.0 744 6 3 0.22 0.35 1098 354 = MA - MRD 5.5 PROJECT: Standard Pool Plan Calculations 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 26 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 6-C Depth of Pool Section (ft): 6.0 feet, Soil Type: C Expansive Soil w/ Slope Radius of Steel (ft): 2.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 2.0 Depth to Radius (ft.) = 4.0 EFP= 60 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 2.38 0.00 1.00 105 0 0 0.00 0 1.0 10 30 2.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 105 0 0.00 0 2.0 80 120 3.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 175 0 0.00 0 3.0 270 270 3.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 245 0 0.00 0 3.5 429 368 4.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 280 0 0.00 0 4.0 640 480 4.5 6.00 0.25 0.00 0.25 2.18 0.05 0.57 40 315 2 0.07 25 4.5 911 608 5.0 6.00 0.52 0.25 0.27 1.95 0.13 0.61 43 355 6 0.23 112 5.0 1250 750 5.5 7.00 0.85 0.52 0.32 1.52 0.26 0.74 61 397 16 0.43 300 5.5 1664 908 6.0 7.00 1.57 0.85 0.72 0.00 0.81 1.66 135 458 110 1.52 1104 6.0 2160 1080 6.5 6.5 2746 1268 7.0 7.0 3430 1470 7.5 7.5 4219 1688 8.0 8.0 5120 1920 8.5 8.5 6141 2168 9.0 9.0 7290 2430 9.5 9.5 8574 2708 10.0 10.0 10000 3000 10.5 10.5 11576 3308 11.0 11.0 13310 3630 11.5 11.5 15209 3968 12.0 12.0 17280 4320 12.5 12.5 19531 4688 13.0 13.0 21970 5070 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 60 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in. in. ft-lb ft-lb fy = Grade of Steel 1.0 10 6 3 0.22 0.35 1098 1088 f'c = f'c of Gunite or Concrete 2.0 80 6 3 0.22 0.35 1098 1018 d = Depth to Steel Centroid 3.0 270 6 3 0.22 0.35 1098 828 "a" = (as*fy)/(0.85*b*f'c ) 3.5 429 6 3 0.22 0.35 1098 669 MA = Allowable Moment 4.0 640 6 3 0.22 0.35 1098 458 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 887 6 3 0.22 0.35 1098 211 M = Sum of all moments 5.0 1138 7 4 0.22 0.35 1486 348 = MA - MRD 5.5 1364 7 4 0.22 0.35 1486 122 PROJECT: Standard Pool Plan Calculations 6.0 1056 7 4 0.22 0.35 1486 430 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 27 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 7-C Depth of Pool Section (ft): 7.0 feet, Soil Type: C Expansive Soil w/ Slope Radius of Steel (ft): 2.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 2.0 Depth to Radius (ft.) = 5.0 EFP= 60 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 2.38 0.00 1.00 105 0 0 0.00 0 1.0 10 30 2.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 105 0 0.00 0 2.0 80 120 3.0 6.00 0.00 0.00 0.00 2.25 0.00 1.00 70 175 0 0.00 0 3.0 270 270 3.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 245 0 0.00 0 3.5 429 368 4.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 280 0 0.00 0 4.0 640 480 4.5 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 315 0 0.00 0 4.5 911 608 5.0 6.00 0.00 0.00 0.00 2.25 0.00 0.50 35 350 0 0.00 0 5.0 1250 750 5.5 6.00 0.25 0.00 0.25 2.18 0.05 0.57 40 385 2 0.07 30 5.5 1664 908 6.0 7.00 0.52 0.25 0.27 1.98 0.14 0.62 51 425 7 0.19 119 6.0 2160 1080 6.5 7.00 0.85 0.52 0.32 1.52 0.26 0.74 61 476 16 0.47 358 6.5 2746 1268 7.0 8.00 1.57 0.85 0.72 0.00 0.82 1.69 157 536 130 1.52 1300 7.0 3430 1470 7.5 7.5 4219 1688 8.0 8.0 5120 1920 8.5 8.5 6141 2168 9.0 9.0 7290 2430 9.5 9.5 8574 2708 10.0 10.0 10000 3000 10.5 10.5 11576 3308 11.0 11.0 13310 3630 11.5 11.5 15209 3968 12.0 12.0 17280 4320 12.5 12.5 19531 4688 13.0 13.0 21970 5070 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 60 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in. in. ft-lb ft-lb fy = Grade of Steel 1.0 10 6 3 0.22 0.35 1098 1088 f'c = f'c of Gunite or Concrete 2.0 80 6 3 0.22 0.35 1098 1018 d = Depth to Steel Centroid 3.0 270 6 3 0.22 0.35 1098 828 "a" = (as*fy)/(0.85*b*f'c ) 3.5 429 6 3 0.33 0.52 1596 1168 MA = Allowable Moment 4.0 640 6 3 0.33 0.52 1596 956 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 911 6 3 0.33 0.52 1596 685 M = Sum of all moments 5.0 1250 6 3 0.33 0.52 1596 346 = MA - MRD 5.5 1634 7 4 0.33 0.52 2179 545 PROJECT: Standard Pool Plan Calculations 6.0 2041 7 4 0.33 0.52 2179 138 6.5 2389 8 5 0.33 0.52 2761 372 7.0 2130 8 5 0.33 0.52 2761 631 7.5 8.0 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 28 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 8-C Depth of Pool Section (ft): 8.0 feet, Soil Type: C Expansive Soil w/ Slope Radius of Steel (ft): 3.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 5.0 EFP= 60 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 10 30 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 80 120 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 270 270 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 429 368 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 640 480 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 911 608 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 1250 750 5.5 7.00 0.17 0.00 0.17 3.25 0.03 0.55 45 432 2 0.05 21 5.5 1664 908 6.0 7.00 0.34 0.17 0.17 3.10 0.08 0.57 46 477 4 0.14 93 6.0 2160 1080 6.5 7.00 0.52 0.34 0.18 2.85 0.14 0.60 49 523 7 0.25 232 6.5 2746 1268 7.0 8.00 0.73 0.52 0.21 2.48 0.22 0.69 64 572 14 0.37 456 7.0 3430 1470 7.5 9.00 0.99 0.73 0.26 1.87 0.34 0.86 91 637 31 0.62 881 7.5 4219 1688 8.0 9.00 1.57 0.99 0.59 0.00 0.97 1.98 208 727 202 1.87 2439 8.0 5120 1920 8.5 8.5 6141 2168 9.0 9.0 7290 2430 9.5 9.5 8574 2708 10.0 10.0 10000 3000 10.5 10.5 11576 3308 11.0 11.0 13310 3630 11.5 11.5 15209 3968 12.0 12.0 17280 4320 12.5 12.5 19531 4688 13.0 13.0 21970 5070 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 60 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in. in. ft-lb ft-lb fy = Grade of Steel 1.0 10 7 4 0.22 0.35 1486 1476 f'c = f'c of Gunite or Concrete 2.0 80 7 4 0.22 0.35 1486 1406 d = Depth to Steel Centroid 3.0 270 7 4 0.22 0.35 1486 1216 "a" = (as*fy)/(0.85*b*f'c ) 3.5 429 7 4 0.33 0.52 2179 1750 MA = Allowable Moment 4.0 640 7 4 0.33 0.52 2179 1539 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 911 7 4 0.33 0.52 2179 1267 M = Sum of all moments 5.0 1250 7 4 0.33 0.52 2179 929 = MA - MRD 5.5 1642 7 4 0.33 0.52 2179 536 PROJECT: Standard Pool Plan Calculations 6.0 2067 7 4 0.33 0.52 2179 112 6.5 2514 8 5 0.33 0.52 2761 247 7.0 2974 9 6 0.33 0.52 3343 369 7.5 3338 9 6 0.33 0.52 3343 5 8.0 2681 9 6 0.33 0.52 3343 663 8.5 9.0 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 29 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 9-C Depth of Pool Section (ft): 9.0 feet, Soil Type: C Expansive Soil w/ Slope Radius of Steel (ft): 3.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 6.0 EFP= 60 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 10 30 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 80 120 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 270 270 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 429 368 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 640 480 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 911 608 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 1250 750 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 1664 908 6.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 473 0 0.00 0 6.0 2160 1080 6.5 8.00 0.17 0.00 0.17 3.29 0.03 0.56 52 513 2 0.00 4 6.5 2746 1268 7.0 9.00 0.34 0.17 0.17 3.18 0.09 0.58 61 565 5 0.10 69 7.0 3430 1470 7.5 10.00 0.52 0.34 0.18 2.96 0.14 0.63 73 627 11 0.22 219 7.5 4219 1688 8.0 11.00 0.73 0.52 0.21 2.58 0.22 0.71 91 700 20 0.38 506 8.0 5120 1920 8.5 11.00 0.99 0.73 0.26 1.91 0.35 0.88 113 791 40 0.67 1073 8.5 6141 2168 9.0 11.00 1.57 0.99 0.59 0.00 1.00 2.03 260 905 260 1.91 3062 9.0 7290 2430 9.5 9.5 8574 2708 10.0 10.0 10000 3000 10.5 10.5 11576 3308 11.0 11.0 13310 3630 11.5 11.5 15209 3968 12.0 12.0 17280 4320 12.5 12.5 19531 4688 13.0 13.0 21970 5070 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 60 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in. in. ft-lb ft-lb fy = Grade of Steel 1.0 10 7 4 0.22 0.35 1486 1476 f'c = f'c of Gunite or Concrete 2.0 80 7 4 0.22 0.35 1486 1406 d = Depth to Steel Centroid 3.0 270 7 4 0.22 0.35 1486 1216 "a" = (as*fy)/(0.85*b*f'c ) 3.5 429 7 4 0.33 0.52 2179 1750 MA = Allowable Moment 4.0 640 7 4 0.33 0.52 2179 1539 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 911 7 4 0.33 0.52 2179 1267 M = Sum of all moments 5.0 1250 7 4 0.33 0.52 2179 929 = MA - MRD 5.5 1664 7 4 0.33 0.52 2179 515 PROJECT: Standard Pool Plan Calculations 6.0 2160 8 5 0.33 0.52 2761 601 6.5 2742 9 6 0.33 0.52 3343 602 7.0 3361 10 7 0.33 0.52 3926 565 7.5 4000 11 8 0.33 0.52 5069 1069 8.0 4614 11 8 0.33 0.52 5069 455 8.5 5068 11 8 0.33 0.52 5069 1 9.0 4228 11 8 0.33 0.52 5069 841 9.5 10.0 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 30 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 10-C Depth of Pool Section (ft): 10.0 feet, Soil Type: C Expansive Soil w/ Slope Radius of Steel (ft): 3.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 7.0 EFP= 60 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 10 30 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 80 120 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 270 270 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 429 368 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 640 480 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 911 608 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 1250 750 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 1664 908 6.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 473 0 0.00 0 6.0 2160 1080 6.5 8.00 0.00 0.00 0.00 3.33 0.00 0.50 47 513 0 0.00 0 6.5 2746 1268 7.0 9.00 0.00 0.00 0.00 3.38 0.00 0.50 53 560 0 0.00 0 7.0 3430 1470 7.5 10.00 0.17 0.00 0.17 3.37 0.04 0.57 67 613 2 0.01 6 7.5 4219 1688 8.0 11.00 0.34 0.17 0.17 3.26 0.09 0.60 77 679 7 0.11 86 8.0 5120 1920 8.5 11.00 0.52 0.34 0.18 3.00 0.15 0.64 82 756 12 0.27 299 8.5 6141 2168 9.0 11.00 0.73 0.52 0.21 2.58 0.22 0.71 91 837 20 0.42 669 9.0 7290 2430 9.5 12.00 0.99 0.73 0.26 1.93 0.36 0.89 125 929 45 0.64 1311 9.5 8574 2708 10.0 12.00 1.57 0.99 0.59 0.00 1.01 2.05 287 1054 290 1.93 3640 10.0 10000 3000 10.5 10.5 11576 3308 11.0 11.0 13310 3630 11.5 11.5 15209 3968 12.0 12.0 17280 4320 12.5 12.5 19531 4688 13.0 13.0 21970 5070 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 60 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in. in. ft-lb ft-lb fy = Grade of Steel 1.0 10 7 4 0.22 0.35 1486 1476 f'c = f'c of Gunite or Concrete 2.0 80 7 4 0.22 0.35 1486 1406 d = Depth to Steel Centroid 3.0 270 7 4 0.22 0.35 1486 1216 "a" = (as*fy)/(0.85*b*f'c ) 3.5 429 7 4 0.33 0.52 2179 1750 MA = Allowable Moment 4.0 640 7 4 0.33 0.52 2179 1539 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 911 7 4 0.33 0.52 2179 1267 M = Sum of all moments 5.0 1250 7 4 0.33 0.52 2179 929 = MA - MRD 5.5 1664 7 4 0.33 0.52 2179 515 PROJECT: Standard Pool Plan Calculations 6.0 2160 8 5 0.33 0.52 2761 601 6.5 2746 9 6 0.33 0.52 3343 597 7.0 3430 10 7 0.33 0.52 3926 496 7.5 4213 11 8 0.33 0.52 5069 856 8.0 5034 11 8 0.33 0.52 5069 35 8.5 5842 11 8 0.44 0.69 6505 663 9.0 6621 12 9 0.44 0.69 7281 660 9.5 7263 12 9 0.44 0.69 7281 18 10.0 6360 12 9 0.44 0.69 7281 921 10.5 2447 West 12th Street Suite 1 11.0 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 31 of 32 RECEIVED 03/05/2024 ROC LEGAL
Reinforcement and Gunite Thickness Requirements Standard Detail: 11-C Depth of Pool Section (ft): 11.0 feet, Soil Type: C Expansive Soil w/ Slope Radius of Steel (ft): 3.0 RESISTING MOMENT MOMENT FROM SOIL Pool Wall Radius (ft.) = 3.0 Depth to Radius (ft.) = 8.0 EFP= 60 h(ft.) t(in.) Vp Vt Vs xc xms L Wts Wtst Ms xmc Mr h(ft.) Ms Vs 1.0 9.00 0.00 0.00 0.00 3.38 0.00 1.00 105 0 0 0.00 0 1.0 10 30 2.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 105 0 0.00 0 2.0 80 120 3.0 7.00 0.00 0.00 0.00 3.29 0.00 1.00 82 187 0 0.00 0 3.0 270 270 3.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 268 0 0.00 0 3.5 429 368 4.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 309 0 0.00 0 4.0 640 480 4.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 350 0 0.00 0 4.5 911 608 5.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 391 0 0.00 0 5.0 1250 750 5.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 432 0 0.00 0 5.5 1664 908 6.0 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 473 0 0.00 0 6.0 2160 1080 6.5 7.00 0.00 0.00 0.00 3.29 0.00 0.50 41 513 0 0.00 0 6.5 2746 1268 7.0 8.00 0.00 0.00 0.00 3.33 0.00 0.50 47 554 0 0.00 0 7.0 3430 1470 7.5 8.00 0.00 0.00 0.00 3.33 0.00 0.50 47 601 0 0.00 0 7.5 4219 1688 8.0 9.00 0.00 0.00 0.00 3.38 0.00 0.50 53 648 0 0.00 0 8.0 5120 1920 8.5 9.00 0.17 0.00 0.17 3.33 0.04 0.57 59 700 2 0.05 35 8.5 6141 2168 9.0 10.00 0.34 0.17 0.17 3.22 0.09 0.59 69 759 6 0.11 122 9.0 7290 2430 9.5 10.00 0.52 0.34 0.18 2.96 0.14 0.63 73 828 11 0.26 350 9.5 8574 2708 10.0 11.00 0.73 0.52 0.21 2.58 0.22 0.71 91 901 20 0.38 714 10.0 10000 3000 10.5 12.00 0.99 0.73 0.26 1.93 0.36 0.89 125 993 45 0.64 1397 10.5 11576 3308 11.0 12.00 1.57 0.99 0.59 0.00 1.01 2.05 287 1118 290 1.93 3849 11.0 13310 3630 11.5 11.5 15209 3968 12.0 12.0 17280 4320 12.5 12.5 19531 4688 13.0 13.0 21970 5070 Moment Capacity of Construction Resulting Design Moment fy = 40,000 f'c = 2,500 Where: EFP = 60 psf Gunite d as "a" MA M as = Area of Steel h(ft.) MRD= MS - MR in. in. in. in. ft-lb ft-lb fy = Grade of Steel 1.0 10 7 4 0.22 0.35 1486 1476 f'c = f'c of Gunite or Concrete 2.0 80 7 4 0.22 0.35 1486 1406 d = Depth to Steel Centroid 3.0 270 7 4 0.22 0.35 1486 1216 "a" = (as*fy)/(0.85*b*f'c ) 3.5 429 7 4 0.22 0.35 1486 1057 MA = Allowable Moment 4.0 640 7 4 0.33 0.52 2179 1539 = (0.9*fy*as*(d -a/2))/(12*1.7) 4.5 911 7 4 0.33 0.52 2179 1267 M = Sum of all moments 5.0 1250 7 4 0.33 0.52 2179 929 = MA - MRD 5.5 1664 7 4 0.33 0.52 2179 515 PROJECT: Standard Pool Plan Calculations 6.0 2160 7 4 0.33 0.52 2179 19 6.5 2746 8 5 0.66 1.04 5221 2474 7.0 3430 8 5 0.66 1.04 5221 1791 7.5 4219 9 6 0.66 1.04 6385 2167 8.0 5120 9 6 0.66 1.04 6385 1265 8.5 6106 10 7 0.66 1.04 7550 1444 9.0 7168 10 7 0.66 1.04 7550 382 9.5 8224 11 8 0.66 1.04 9276 1052 10.0 9286 12 9 0.66 1.04 10440 1154 10.5 10180 12 9 0.66 1.04 10440 261 2447 West 12th Street Suite 1 11.0 9461 12 9 0.66 1.04 10440 980 Tempe, Arizona 85281 11.5 Phone: (480) 927-9696 12.0 Fax: (480) 927-9797 12.5 Scale: n/a Date: 8/15/2012 13.0 Prepared by: AEM Page: 32 of 32 Katelyn Rolling <[email redacted]>
Follow Up Questions 2024-02481 message
Katelyn Rolling <[email redacted]> Fri, Mar 8, 2024 at 1:57 PM To: [email redacted], [email redacted]
Hello Mr. and Ms. Suhr,
JCS West LLC filed a Response, and after having reviewed it, I now have several follow up questions.
1. Was no formal subcontractor agreement executed?
2. Can you please provide a copy of the plans that Mr. Schwartz changed at the last second, showing an increase in size of the pool?
3. Was a formal change order executed for the change in square footage, or any discussion, in writing, about the change?
4. JCS West LLC provided a copy of an email dated August 21, 2023 that was sent to Josh. Attached to the email were plans dated August 29, 2022. Can you please explain why you believe a skimmer was not mentioned anywhere in the plans, because I see skimmer mentioned 13 times throughout the plans?
5. If the plans did not mention elevation, was JCS West LLC ever questioned about this in writing before they signed the estimate
6. Was there a formal change order executed for the hammer time, or any discussion, in writing, about how long it would take before starting the work?
Katelyn Rolling Legal Assistant II Arizona Registrar of Contractors 1700 W Washington St Ste 105 Phoenix, AZ 85007 (602) 542-1525 Katelyn Rolling <[email redacted]>
Follow Up Questions 2024-02481 message
Katelyn Rolling <[email redacted]> Fri, Mar 8, 2024 at 11:54 AM To: [email redacted] Cc: [email redacted]
Hello Mr. Schwartz,
After having had the opportunity to review your response, I now have a few follow up questions for you.
1. Have you paid Imperial Excavating LLC anything at all?
2. I did a word search for "elevation" in your plans, and it only came up one time on page SP-001. Can you please direct me to where in the plans the elevation is indicated?
3. Can you please confirm if the two skimmers are indicated on page SP-111 in your plans?
Katelyn Rolling Legal Assistant II Arizona Registrar of Contractors 1700 W Washington St Ste 105 Phoenix, AZ 85007 (602) 542-1525 RECEIVED 03/11/2024 ROC LEGAL Katelyn Rolling <[email redacted]>
Follow Up Questions 2024-02481 messages
Katelyn Rolling <[email redacted]> Fri, Mar 8, 2024 at 11:54 AM To: [email redacted] Cc: [email redacted]
Hello Mr. Schwartz,
After having had the opportunity to review your response, I now have a few follow up questions for you.
1. Have you paid Imperial Excavating LLC anything at all?
2. I did a word search for "elevation" in your plans, and it only came up one time on page SP-001. Can you please direct me to where in the plans the elevation is indicated?
3. Can you please confirm if the two skimmers are indicated on page SP-111 in your plans?
Katelyn Rolling Legal Assistant II Arizona Registrar of Contractors 1700 W Washington St Ste 105 Phoenix, AZ 85007 (602) 542-1525
Jacob Schwartz <[email redacted]> Mon, Mar 11, 2024 at 5:41 AM To: Katelyn Rolling <[email redacted]> Cc: "[email redacted]" <[email redacted]>
Good Morning Katelyn,
I emailed the ROC legal review staff last week and informed them that we would supply the additional pdfs they requested on Tuesday of this week. These documents further outline some of our communications and also the elevation details of the pool. RECEIVED I can take a look at the plans this evening to verify your question on the skimmers. 03/11/2024 ROC LEGAL We have not paid Imperial anything yet as we have been trying to settle this with them since the initial work was performed.
Thanks,
Jake
On Mar 8, 2024, at 1:54 PM, Katelyn Rolling <[email redacted]> wrote:
Hello Mr. Schwartz,
After having had the opportunity to review your response, I now have a few follow up questions for you.
1. Have you paid Imperial Excavating LLC anything at all?
2. I did a word search for "elevation" in your plans, and it only came up one time on page SP-001. Can you please direct me to where in the plans the elevation is indicated?
3. Can you please confirm if the two skimmers are indicated on page SP-111 in your plans? [Quoted text hidden]
Katelyn Rolling <[email redacted]> Mon, Mar 11, 2024 at 8:19 AM To: Jacob Schwartz <[email redacted]> Cc: "[email redacted]" <[email redacted]>
I was able to review those documents. I requested the attachments be resent as a pdf for the purpose of being able to combine the attachments with your email and upload them to the case as a single document.
Katelyn Rolling Legal Assistant II Arizona Registrar of Contractors 1700 W Washington St Ste 105 Phoenix, AZ 85007 (602) 542-1525
[Quoted text hidden]
Jacob Schwartz <[email redacted]> Mon, Mar 11, 2024 at 9:19 AM To: Katelyn Rolling <[email redacted]> Cc: "[email redacted]" <[email redacted]>
Sounds good. Pease note on the drawings within the emails that spot elevations are provided throughout (ie. -3’-0”, -5’-0”, etc). And the actual existing grade elevations on site were at -1’-0” to start with. This means their excavated area was 12” less than initially estimated throughout the whole area of the pool. Just thought this was an important fact to share.
I will be on a plane shortly but will be back in the office tomorrow and can send the pdfs and am also available to discuss any aspect of this to assist you in your review.
Kind regards, RECEIVED 03/11/2024 Jake Schwartz ROC LEGAL
On Mar 11, 2024, at 11:19 AM, Katelyn Rolling <[email redacted]> wrote:
[Quoted text hidden] RECEIVED 03/08/2024 ROC LEGAL Katelyn Rolling <[email redacted]>
Follow Up Questions 2024-02481 messages
Katelyn Rolling <[email redacted]> Fri, Mar 8, 2024 at 1:57 PM To: [email redacted], [email redacted]
Hello Mr. and Ms. Suhr,
JCS West LLC filed a Response, and after having reviewed it, I now have several follow up questions.
1. Was no formal subcontractor agreement executed?
2. Can you please provide a copy of the plans that Mr. Schwartz changed at the last second, showing an increase in size of the pool?
3. Was a formal change order executed for the change in square footage, or any discussion, in writing, about the change?
4. JCS West LLC provided a copy of an email dated August 21, 2023 that was sent to Josh. Attached to the email were plans dated August 29, 2022. Can you please explain why you believe a skimmer was not mentioned anywhere in the plans, because I see skimmer mentioned 13 times throughout the plans?
5. If the plans did not mention elevation, was JCS West LLC ever questioned about this in writing before they signed the estimate
6. Was there a formal change order executed for the hammer time, or any discussion, in writing, about how long it would take before starting the work?
Katelyn Rolling Legal Assistant II Arizona Registrar of Contractors 1700 W Washington St Ste 105 Phoenix, AZ 85007 (602) 542-1525
Jennifer Suhr <[email redacted]> Tue, Mar 12, 2024 at 1:04 PM To: Katelyn Rolling <[email redacted]>
Katelyn,
The pool builder is responsible for providing us with the necessary instructions and plans to proceed with the excavation. We gave Jacob an estimate based on the plans he sent us, which I have attached. I have also attached the email he sent with the original specifications, which should have been on the plans. However, when the crew arrived on site, Jacob made some changes, and the crew followed his instructions accordingly. We tried our best to give him an accurate estimate, but when things change, the price also changes. Any reasonable person knows that, and any RECEIVED competent contractor who has our price sheet could calculate what the charges would be. Is he 03/08/2024 ROC LEGAL disputing that we actually did the work, or just that it wasn't on the original estimate? I don't understand what his argument position is. We are asking to be paid for exactly what we did.
Is Jacob properly licensed, bonded, and insured to build pools? He thinks these plans are acceptable, so he clearly has no experience building pools. We work with over 50 experienced pool builders, and they all have our price sheet, including Jacob. Normally, pool builders send us the plans, we dig the pool, and then we invoice them when the job is done. Since they have our price sheet, we don't provide them with estimates beforehand because they can calculate the price from our price sheet. Jacob also has our price sheet, and he should not be surprised by any of the charges because he was able to see beforehand what we charge for everything.
Our invoice clearly states that any disputes must be submitted in writing within 10 days of the invoice date. Our lawyer has advised us that in case of legal action, the court is likely to rule in our favor. We are hoping that we don't have to take it that far and that the ROC will support us. We are only billing Jacob for the work we did at his instruction. We assumed he had the integrity to pay for the changes he made after the original estimate.
Please see below for my responses.
Thank you.
Jennifer Suhr
Business Manager
602-368-6475
ROC #202977, 270992, 270993
From: Katelyn Rolling <[email redacted]> Sent: Friday, March 8, 2024 1:57 PM To: Justin Suhr <[email redacted]>; Jennifer Suhr <[email redacted]> Subject: Follow Up Questions 2024-02481 RECEIVED 03/08/2024 Hello Mr. and Ms. Suhr, ROC LEGAL
JCS West LLC filed a Response, and after having reviewed it, I now have several follow up questions.
1. Was no formal subcontractor agreement executed? The signed estimate that has been submitted to you is the formal contract.
2. Can you please provide a copy of the plans that Mr. Schwartz changed at the last second, showing an increase in size of the pool? I have attached all the plans and the email with the specs that we were given. Normally, the specs are on the plans, not rd sent in a separate email. The specs he sent don't match the plans either. The plans named "(3 set of plans rec 10.12.23)" are the final plans we received and the ones the crew used for excavation the following day, Oct 13th. You will see there are no skimmers.
3. Was a formal change order executed for the change in square footage, or any discussion, in writing, about the change? ? Josh and the operator measured and discussed the changes with Jacob on-site. Nothing was done in writing because Jacob was present at that time and was part of the discussion. 4. JCS West LLC provided a copy of an email dated August 21, 2023 that was sent to Josh. Attached to the email were plans dated August 29, 2022. Can you please explain why you believe a skimmer was not mentioned anywhere in the plans, because I see skimmer mentioned 13 times throughout the plans? We do not have this email or any plans with skimmers. The only email we have from August 21, 2023 is attached. Please forward it to me.
5. If the plans did not mention elevation, was JCS West LLC ever questioned about this in writing before they signed the estimate . Josh, the operator, and Jacob discussed elevation on-site during the dig. That’s usually discussed with the customer on-site during the dig if elevations are not already on the plans. We also have a line item on his estimate that says, “Price includes 1 row of forms. Additional fees will apply to additional forms.” so he was made aware of this ahead of time.
We bid over 100 pool digs every month, and it is not feasible for us to question every single one of them. We cannot and will not go to every job site with missing information to give them an estimate, especially when it's a licensed contractor. We assume when the ROC issues someone a license to be a contractor, they are confident that the person has adequate knowledge and experience to do what they are licensed to do. It is the job of the professional pool builder to ensure that the elevations are correct and that the plans match the actual onsite conditions. We are only the subcontractor, relying on the pool builder to tell us what to do. We also will not make any decisions or deviations from the plans without the builder's instructions for liability reasons.
6. Was there a formal change order executed for the hammer time, or any discussion, in writing, about how long it would take before starting the work? There was no formal change order. Jacob agreed to the hourly rate over the phone. It's difficult for us to estimate the time required to hammer through rock. There are many different types of rock, some harder than others. The hourly rate includes the time it takes to switch out the bucket and hammer on the tractor and scrape the rock on the pool walls. [Quoted text hidden]
attachments RECEIVED (1st set of plans rec 8.21.23) Pool Dimension Plan.pdf 03/08/2024 300K ROC LEGAL
(2nd set of plans rec 9.3.23) Schwartz Pool Layout 09-03-2023.pdf 302K (3rd set of plans rec 10.12.23) Revised Pool and Deck Elev. Plan 09-08-2023.pdf 563K (3rd set of plans rec 10.12.23) Pool Dimension Plan.pdf 273K JCS email Aug 21.docx 52K
Katelyn Rolling <[email redacted]> Tue, Mar 12, 2024 at 1:55 PM To: Jennifer Suhr <[email redacted]>
We do not license individuals; we license companies. JCS West LLC has a KB-1 license, so they are properly licensed to subcontract work pertaining to pools. I believe we do not require contractors to have liability insurance; only workers compensation depending on certain factors. Concerns regarding the amount of their bond is something our licensing department would have to answer.
I have attached JCS West LLC's Response for your review.
The Registrar is a neutral party in all complaints, so the Registrar does not favor or support either party.
Since your company has not received payment for the amount of the estimate, I went ahead and drafted a Citation and referred the matter to one of our attorneys for further review yesterday. It may be a week or more until a Citation gets issued.
Katelyn Rolling Legal Assistant II Arizona Registrar of Contractors 1700 W Washington St Ste 105 Phoenix, AZ 85007 (602) 542-1525
[Quoted text hidden] RECEIVED 03/08/2024 ROC LEGAL RECEIVED 03/08/2024 ROC LEGAL RECEIVED 03/08/2024 ROC LEGAL RECEIVED 03/08/2024 ROC LEGAL RECEIVED 03/08/2024 ROC LEGAL RECEIVED 03/12/2024 ROC LEGAL Katelyn Rolling <[email redacted]>
Follow Up Questions 2024-02481 messages
Katelyn Rolling <[email redacted]> Fri, Mar 8, 2024 at 11:54 AM To: [email redacted] Cc: [email redacted]
Hello Mr. Schwartz,
After having had the opportunity to review your response, I now have a few follow up questions for you.
1. Have you paid Imperial Excavating LLC anything at all?
2. I did a word search for "elevation" in your plans, and it only came up one time on page SP-001. Can you please direct me to where in the plans the elevation is indicated?
3. Can you please confirm if the two skimmers are indicated on page SP-111 in your plans?
Katelyn Rolling Legal Assistant II Arizona Registrar of Contractors 1700 W Washington St Ste 105 Phoenix, AZ 85007 (602) 542-1525
Jacob Schwartz <[email redacted]> Mon, Mar 11, 2024 at 5:41 AM To: Katelyn Rolling <[email redacted]> Cc: "[email redacted]" <[email redacted]>
Good Morning Katelyn,
I emailed the ROC legal review staff last week and informed them that we would supply the additional pdfs they requested on Tuesday of this week. These documents further outline some of our communications and also the elevation details of the pool. RECEIVED I can take a look at the plans this evening to verify your question on the skimmers. 03/12/2024 ROC LEGAL We have not paid Imperial anything yet as we have been trying to settle this with them since the initial work was performed.
Thanks,
Jake
On Mar 8, 2024, at 1:54 PM, Katelyn Rolling <[email redacted]> wrote:
Hello Mr. Schwartz,
After having had the opportunity to review your response, I now have a few follow up questions for you.
1. Have you paid Imperial Excavating LLC anything at all?
2. I did a word search for "elevation" in your plans, and it only came up one time on page SP-001. Can you please direct me to where in the plans the elevation is indicated?
3. Can you please confirm if the two skimmers are indicated on page SP-111 in your plans? [Quoted text hidden]
Katelyn Rolling <[email redacted]> Mon, Mar 11, 2024 at 8:19 AM To: Jacob Schwartz <[email redacted]> Cc: "[email redacted]" <[email redacted]>
I was able to review those documents. I requested the attachments be resent as a pdf for the purpose of being able to combine the attachments with your email and upload them to the case as a single document.
Katelyn Rolling Legal Assistant II Arizona Registrar of Contractors 1700 W Washington St Ste 105 Phoenix, AZ 85007 (602) 542-1525
[Quoted text hidden]
Jacob Schwartz <[email redacted]> Mon, Mar 11, 2024 at 9:19 AM To: Katelyn Rolling <[email redacted]> Cc: "[email redacted]" <[email redacted]>
Sounds good. Pease note on the drawings within the emails that spot elevations are provided throughout (ie. -3’-0”, -5’-0”, etc). And the actual existing grade elevations on site were at -1’-0” to start with. This means their excavated area was 12” less than initially estimated throughout the whole area of the pool. Just thought this was an important fact to share.
I will be on a plane shortly but will be back in the office tomorrow and can send the pdfs and am also available to discuss any aspect of this to assist you in your review.
Kind regards, RECEIVED 03/12/2024 Jake Schwartz ROC LEGAL
On Mar 11, 2024, at 11:19 AM, Katelyn Rolling <[email redacted]> wrote:
[Quoted text hidden]
Jacob Schwartz <[email redacted]> Tue, Mar 12, 2024 at 7:23 AM To: Katelyn Rolling <[email redacted]> Cc: "[email redacted]" <[email redacted]>
Please see attached pdf files of emails to Imperial Excavating showing the pool layout plans and elevation plan.
Also, in response to your earlier question, there are three skimmers depicted on Sheet SP-101 of the Pool Plan (Keynote 15). There probably should be a credit provided for the one skimmer they did not do.
Also, Please see Sheet SP-301. This sheet provides section views of the pool and gives depth information for the excavation. This compliments what we also provided in our email and elevation plan. Depths could not be communicated any more clearly.
Let me know if the above makes sense or if we need to jump on the phone at all today.
Thanks,
JAKE SCHWARTZ
DISTINCTIVE DEVELOPMENT
(c) 480.707.7573
(o) 480.900.7757
(f) 866.233.7860
www.distinctive.dev
AZ ROC #281691 | AZ ROC #329677
[Quoted text hidden]
attachments RECEIVED POOL-PLAN.pdf 03/12/2024 5863K ROC LEGAL
Josh Thorne Email 10-12-2023.pdf 958K Josh Thorne Email 09-03-2023.pdf 391K Josh Thorne Email 08-21-2023.pdf 436K RECEIVED 03/12/2024 ROC LEGAL Jacob Schwartz
From: Jacob Schwartz Sent: Monday, August 21, 2023 10:40 AM To: [email redacted] Subject: Schwartz Pool Attachments: Pool Dimension Plan.pdf
Josh,
Here is a layout plan with dimensions for the pool at my place.
Pool Areas are as follows:
SF – Hot Tub
553 SF – Main Pool
SF – Stairs
All spoils will remain on site. So no export required.
We should look at star ng excava ng the 2nd or 3rd week in September.
Let me know what you think.
Thanks,
JAKE SCHWARTZ DISTINCTIVE DEVELOPMENT (c) 480.707.7573 (o) 480.900.7757 (f) 866.233.7860 www.distinctive.dev
AZ ROC #281691 | AZ ROC #329677
RECEIVED 03/12/2024 ROC LEGAL RECEIVED 03/12/2024 ROC LEGAL Jacob Schwartz
From: Jacob Schwartz Sent: Sunday, September 3, 2023 2:59 PM To: [email redacted] Subject: Updated Pool Layout Attachments: Schwartz Pool Layout 09-03-2023.pdf
Josh,
Have a look. Give me a call when its convenient.
Thx
Jake
RECEIVED 03/12/2024 ROC LEGAL RECEIVED 03/12/2024 ROC LEGAL Jacob Schwartz
From: Jacob Schwartz Sent: Thursday, October 12, 2023 3:44 PM To: [email redacted] Subject: Schwartz Pool Attachments: Revised Pool and Deck Elev. Plan 09-08-2023.pdf; Pool Dimension Plan.pdf
Current plans…..
JAKE SCHWARTZ DISTINCTIVE DEVELOPMENT (c) 480.707.7573 (o) 480.900.7757 (f) 866.233.7860 www.distinctive.dev
AZ ROC #281691 | AZ ROC #329677
RECEIVED 03/12/2024 ROC LEGAL RECEIVED 03/12/2024 ROC LEGAL RECEIVED 03/12/2024 ROC LEGAL
AQUATIC CONSULTANT GENERAL NOTES POOL & SPA CHEMISTRY SUMMARY PROJECT START-UP TESTING & INSPECTIONS
4444 EAST MORNING STAR LANE 1. ANY CHANGES IN CONSTRUCTION PLANS OR EQUIPMENT MUST BE ARCHITECT SHALL NOTIFY AQUA DESIGN INTERNATIONAL FOR THE POOL DESIGNER TEST ABBREV RANGE 1. POOL AND SPA SHALL NOT HAVE INTERIOR FINISH APPLIED UNTIL
CAVE CREEK, ARIZONA 85331 APPROVED BY THE OWNER. FILTRATION SYSTEM AND CHLORINATION SYSTEM ARE COMPLETE AND FOLLOWING AQUATIC FEATURE INSPECTION COORDINATION: AQUA DESIGN INTERNATIONAL READY FOR START-UP. CONTRACTOR SHALL NOTIFY OWNER IN WRITING OF 7536 N. LA CHOLLA BLVD. 2. POOL PLAN APPROVAL DOES NOT AUTHORIZE THE VIOLATION OF ANY LAW, START-UP AT LEAST TWO WEEKS PRIOR TO INTERIOR FINISH APPLICATION 1. LAYOUT AND FEATURE ELEVATION. FREE AVAILABLE CHLORINE SPA FAC 3-4 PPM TUCSON, AZ 85741 ORDINANCE, OR REGULATION AND FINAL APPROVAL IS SUBJECT TO FIELD DATE. OWNER IS RESPONSIBLE FOR SUPPLYING HALOGEN PRODUCTS AND 2. SHELL STEEL REINFORCING. ATT: MELLISA OLIVER - P.M. INSPECTION AND EVALUATION. PH CONTROL PRODUCTS FOR MAINTENANCE OF POOL BY AUTOMATIC 3. PLUMBING INSTALLATION AND PRESSURE TEST. 520 219 8929 TREATMENT SYSTEMS. 4. MAIN DRAIN PIPING. TOTAL AVAILABLE CHLORINE TAC 0.2 DIFFERENCE ALAN MONEY - P.E. 3. DECK MATERIAL OTHER THAN CONCRETE OR NON-SKID TILE MUST BE 5. PRE INTERIOR COATING.
SCHWARTZ RESIDENCE 480-972-9696 2. THE START UP CHEMICALS NEEDED TO BALANCE THE WATER ONLY. ALL 6. PUNCH LIST - PROJECT SIGNOFF. APPROVED BY THE OWNER. CALCIUM HARDNESS CH 200-400 PPM OTHER CHEMICALS WILL BE PROVIDE ON SITE BY THE OWNER BEFORE THE
JACOB & ROSANNE 4. ALL PARTS OF THE DECK MUST DRAIN NATURALLY UP TO A SLOPE DAY OF INTERIOR COATING.
SHEET INDEX BETWEEN 1% AND 2% WITH NO ACCUMULATIONS OF WATER. CYANURIC ACID CYA 30-99 PPM 3. FLUSH ENTIRE SYSTEM, INCLUDING WATER SOURCE, PRIOR TO INTERIOR FINISH APPLICATION TO ASSURE CLEAN AND POTABLE WATER INTERIOR SURFACE NOTES 5. A HYDROSTATIC PRESSURE TEST SHALL BE PERFORMED TO 35 PSI FOR 30 MINUTES AND KEEP A MINIMUM OF 25 PSI ON SYSTEM UNTIL AFTER DECK AVAILABILITY AT TIME OF APPLICATION. 1. SP-001 AQUATIC COVER SHEET A. MATERIALS TOTAL ALKALINITY TA 80-120 PPM PHASE. 1. COLOR: PER PLANS 2. SP-002 AQUATIC SITE PLAN 4. THE POOL AND SPA WILL BE MAINTAINED UNTIL PLASTER DUST IS REMOVED FROM. AFTER THIS POINT, THE POOL AND SPA CAN BE PLACED 2. MATERIALS SHALL CONFORM TO RESPECTIVE SPECIFICATIONS AND 3. SP-101 AQUATIC PLAN 6. ANY PIPE PASSING THROUGH OR UNDER FOOTINGS OR FOUNDATION pH pH 7.2-7.8 INTO OPERATION. THE OWNER'S STAFF WILL BE RESPONSIBLE FOR THE OTHER REQUIREMENTS AS FOLLOWS: WALLS SHALL BE SLEEVED TWO PIPE SIZES GREATER THAN PIPE PASSING 4. SP-111 AQUATIC PLUMBING POOL OPERATION FROM THIS POINT. a. CEMENT SHALL BE TYPE 1 CEMENT. THROUGH. COORDINATE WITH ALL TRADES. ANNULAR SPACES SHALL BE FILLED OR TIGHTLY CAULKED. b. AGGREGATES SHALL BE SUPPLIED BY THE INTERIOR SUPPLIER 5. SP-121 AQUATIC EQUIPMENT COPPER COPPER SHOULD BE 0 PPM 5. THE OWNER SHALL BE FULLY TRAINED ON SYSTEMS BETWEEN THE DATE AND WILL BE BLENDED ACCORDING TO FORMULAS ESTABLISHED OF INTERIOR COATING AND COMPLETION OF THE REMOVAL OF THE BY PEBBLE TECHNOLOGY TO ACHIEVE INTERIOR FINISH COLOR 6. SP-301 AQUATIC SECTIONS 7. LABEL PIPE SIZE, TYPE, AND FLOW DIRECTION FOR ALL POOL EQUIPMENT PLASTER DUST IN THE POOL AND SPA. SPECIFIED. WITH A MINIMUM OF 1/2 INCH TEXT PER ANSI A13. IRON IRON SHOULD BE 0 PPM 7. SP-501 AQUATIC DETAILS c. WATER SHALL BE CLEAN, FRESH, POTABLE, AND FREE OF OILS, 8. 9. SP-502 SP-503 AQUATIC DETAILS AQUATIC DETAILS 8. POTABLE WATER SUPPLY SYSTEMS SHALL BE DESIGNED, INSTALLED AND MAINTAINED SO AS TO PREVENT CONTAMINATION FROM NONPOTABLE TOTAL DISSOLVED SOLIDS TDS LESS TAHN 2500 CONCRETE & REBAR NOTES ACIDS, ALKALIS, AND ORGANIC MATTER INJURIOUS TO CEMENTITIOUS MATERIAL. LIQUIDS, SOLIDS OR GASES BEING INTRODUCED INTO THE POTABLE 1.1 PROPORTIONS AND MIXING 10. SP-504 AQUATIC DETAILS WATER SUPPLY THROUGH CROSS-CONNECTIONS OR ANY OTHER PIPING 1. NO REBOUND OR SPOILS WILL BE PERMITTED IN ANY AREA OF THE POOL PHOSPHATES PHO BELOW 100 PPB A. MATERIALS SHALL BE MIXED IN MECHANICAL MIXERS. CAKED OR CONNECTIONS TO THE SYSTEM. MEANS OF PROTECTION AGAINST CONSTRUCTION. LUMPED MATERIAL SHALL NOT BE USED. EACH BATCH SHALL BE BACKFLOW IN THE POTABLE WATER SUPPLY SHALL BE PROVIDED ACCURATELY PROPORTIONED BY VOLUME, BASED ON COLOR JCS WEST LLC CHEMICALS & STORAGE THROUGH AN AIR GAP COMPLYING WITH ASME A112.1.2 INTERNATIONAL 2. SHOTCRETE SHALL BE PROPORTIONED AND PLACED ACCORDING TO IBC FORMULAS ESTABLISHED BY MANUFACTURER, THEN MIXED WITH A Z L I C E N S E N U M B E R S : PLUMBING CODE. 2018 SECTION 1913, ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, MINIMUM AMOUNT OF WATER UNTIL UNIFORM IN COLOR AND CLASS A GENERAL ENGINEERING: 281691 SHALL NOT BE LESS THAN FIVE TO ONE. CONSISTENCY. RE-TEMPERING WILL NOT BE PERMITTED AND PEBBLE GENERAL DUAL BUILDING GC KB-1: 329677 9. AQUATIC BODY'S SHALL BE BONDED WITH A #8 COPPER WIRE TIED INTO COMMON PROPERTY NAME: HYPOCHLORITE (BLEACH) -NaOCL FINA® MATERIAL THAT HAS BEGUN TO “SET” PRIOR TO APPLICATION 3. DESIGN BASED ON 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI. TYPE V WILL BE DISCARDED. THE MECHANICAL SYSTEM FOR EACH BODY OF WATER, SEE: BOND DETAIL. MATERIAL: OXIDIZER CEMENT ONLY. IF WATER SOLUBLE SULFATE IN SOIL IS LESS THAN 0.10% EACH MECHANICAL SYSTEM SHALL THEN BE BONDED TO THE ELECTRIC BY WEIGHT, THEN MIN. 2,500 PSI SHOTCRETE CAN BE USED. B. MIX PROPORTIONS: MIXTURE IS ONE-TO-ONE RATIO OF CEMENT AND PANEL THAT SUPPLIES POWER TO THAT FEATURE. FOLLOW USA NATIONAL CLASS: 1 PEBBLE. SLUMP SHOULD BE THAT WHICH IS GREATEST TO ALLOW ENGINEERING: ELECTRIC CODE FOR BONDING GRID AROUND PERIMETER OF STRUCTURE. CODE COMPLIANCE 4. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL PROPER PUMPING THROUGH STANDARD POOL PLASTER PUMP. STORAGE AMOUNT: MAXIMUM STORAGE PER TABLE 5003.1.1(1) - 400 GAL. BE AT LEAST 40 BAR DIAMETERS. ALL BENDS SHALL BE SHARP. IBC 2012 ADDITIVES MAY BE USED TO AID IN RETARDATION OR ACCELERATION OF 10. BYPASSING TO A SWALE OR DRYWELL RECOMMENDED PROCESS TO TAKE ON SITE STORAGE: (1) 35 GAL. TANKS AS NEEDED BY OWNER SHALL BE USED AS A GUIDELINE. SET TIME AND WILL BE DETERMINED ON JOBSITE AT DISCRETION OF POOL WATER BACK TO OPERATIONAL LEVELS, IN THE EVENT THE POOL CREW FOREMAN, BASED ON CONDITION OF SHELL, AMBIENT 1. GUIDELINES FOR RESIDENTIAL POOLS - CAVE CREEK, AZ SHOULD EVER EXPERIENCE HIGH WATER LEVELS OR AN OVERFLOW FROM USED IN CLOSED SYSTEM: (1) 35 GALLON CHEMICAL TANKS 5. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE TEMPERATURE, AND VARIOUS OTHER FACTORS. EXCESSIVE RAIN FALL. CSA REGISTRATION NO: 7681-52-9 INSIDE GROUT FACE TO REBAR SHOULD BE A MINIMUM OF "TG" MINUS 3 2. VIRGINIA GRAEME BAKER POOL & SPA SAFETY ACT INCHES. PART 2 - EXECUTION Aug 24, 2022 11. POOL CONTRACTOR SHALL TEST FILL WATER PER SPECIFICATION. 3. INTERNATIONAL POOL & SPA CODE (ISPSC) 2018 COMMON PROPERTY NAME: HYDROCHLORIC ACID - HCL 6. A PRESSURE RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN 2.1 SURFACE PREPARATION AREAS WHERE THE GROUND WATER TABLE OR POTENTIAL PERCHED 23 12. ALL POOL AND SPA EQUIPMENT COMPLY TO 2018 ISPSC SECTIONS 313, 315, MATERIAL: CORROSIVE WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY YEAR. A. SURFACE PREPARATION: PROPER SURFACE PREPARATION IS 4. INTERNATIONAL BUILDING CODE (IBC) 2018 (W/ AMENDMENTS) 316, 317 & 321. ESSENTIAL AND SHALL BE INSPECTED BY OWNER/ REPRESENTATIVE OF CLASS: 1 CONSTRUCTION PROJECT PRIOR TO RELEASE TO AND PLACEMENT OF 7. SOIL SHALL HAVE MINIMUM BEARING VALUE OF 1,500 PSF. SHOTCRETE SHALL BE PLACED AGAINST FIRM UNDISTURBED SOIL. INTERIOR FINISH BY PEBBLE SHEEN® APPLICATOR. SURFACES MUST BE STORAGE AMOUNT: MAXIMUM STORAGE PER FIRE CODE - 35 GAL. FREE OF FROST, PAINT, OIL GREASE AND FOREIGN MATTER PRIOR TO ON SITE STORAGE: 1 GALLON - STORED IN SEALED CONTAINER RELEASE FROM AN APPROVED APPLICATOR.
AQUATIC DATA 8. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM USED IN CLOSED SYSTEM: CHEMICAL ADDED TO POOL AS NEEDED OF THE POOL EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY 2.2 APPLICATION ELECTRICAL NOTES CSA REGISTRATION NO: 7647-01-0 PRIOR TO PLACEMENT OF SHOTCRETE. A. MACHINE APPLICATION: COATS SHALL BE APPLIED BY MEANS OF 9. IF SLOPES ARE GREATER THAN 2:1 OR IF SLOPES ARE ENCOUNTERED IN EFFICIENT PLASTER PUMP. MIX PROPORTIONS SHALL BE APPROPRIATE 1. POOL FOR USE WITH THESE MACHINES. ALTERNATE MEANS OF DELIVERY MAY GENERAL OPERATIONS: EXPANSIVE SOILS WITH RAISED BOND BEAMS, THE ENGINEER SHOULD BE PERIMETER: 131 FT. ALL ELECTRICAL WORK SHALL COMPLY WITH: 2020 NEC - ARTICLE 680 BE REQUIRED DUE TO SITE CONDITIONS. ALTERNATIVES MUST BE CONTACTED BEFORE PROCEEDING. SURFACE AREA: 671 SQFT. APPROVED BY THE MANUFACTURER. APPROXIMATE VOLUME: 16,600 GALLONS - 680.3 - CORD AND PLUG-CONNECTED EQUIPMENT 10. MINIMUM RADIUS FOR WALL TO FLOOR TRANSITION FOR STRAIGHT WALLS - 680.8 - OVERHEAD CONDUCTOR CLEARANCES B. THICKNESS: INTERIOR SHALL BE FINISHED TO SEMI-SMOOTH FINISH MINIMUM TURNOVER: 8 HRS CLEANING NOTES: ALL FILTER CLEANING WATER SHELL BE DISCHARGED PER IS AS FOLLOWS: - 680.9 - ELECTRIC WATER HEATER WITHIN LIMITS OF ESTABLISHED TRADE PRACTICES FOR HAND TROWEL MINIMUM FLOW RATE: 35 GPM ARCHITECT. - 680.10 - UNDERGROUND WIRING LOCATION AGGREGATE SURFACE. THICKNESS OF MATERIAL FROM FACE OF DESIGNED TURNOVER: 2.8 HRS DEPTH, FT. MIN. RADIUS - 680.11 - EQUIPMENT ROOM AND PITS GUNITE/ SHOTCRETE STRUCTURE TO SURFACE SHALL BE NO LESS DESIGNED FLOW RATE: 100 GPM - 680.12 - DISCONNECTING MEANS 1. FILTER CLEANING SHALL TAKE PLACE WHEN THE THE DIFFERENTIAL THAN ½” AVERAGE MINIMUM THICKNESS. SCUPPER FLOW RATE: 120 GPM 3.0 6 IN.
GILA AND SALT RIVER BASE AND MERIDIAN - 680.21 - MOTORS PRESSURE BETWEEN THE INFLUENT AND INFLUENT PRESSURE GAUGES FILTRATION RATE: 14.2 GPSF READ APPROXIMATELY 4-5 PSI DIFFERENCE. 4.0 9 IN. C. APPLICATION MUST BE DONE BY LICENSED APPLICATOR UTILIZING - 680.22 - AREA LIGHTING, RECEPTACLES AND EQUIPMENT 5.0 1 FT. PROCEDURES AND EQUIPMENT APPROVED BY THE MANUFACTURER. - 680.23 - UNDERWATER LUMINARIES 2. SPA - 680.24 - JUNCTION BOXES 1. TWO-COAT PROCESS SHALL BE APPLIED TO VERTICAL SHELL 11. ALL ELECTRICAL SHALL BE SECURELY GROUNDED BEFORE SHOTCRETE IS PERIMETER: 36 FT. - 680.25 - FEEDERS HEATER NOTES PLACED. SURFACES AND ONE-COAT PROCESS ON FLOORS.
4444 EAST MORNING STAR LANE - 680.26 - BONDING
MARICOPA COUNTY, ARIZONA SURFACE AREA: 80 SQFT. 2. SCRATCH COAT: SCRATCH COAT SHALL NOT BE APPLIED UNTIL
CAVE CREEK, ARIZONA 85331 - 680.27 - SPECIALIZED EQUIPMENT CONDITIONS UNDER SURFACE PREPARATION HAVE BEEN MET. APPROXIMATE VOLUME: 1,380 GALLONS 12. ALL APPLICABLE STATE AND LOCAL LAWS AND CODES SHALL BE
SEC#31 TWP#5N RANGE 4E - 680.50 - GENERAL SCRATCH COAT THICKNESS SHALL BE CAREFULLY CONTROLLED TO
E 150F OF S2 NW4 SW4 SE4 MINIMUM TURNOVER: 30 MIN 1. THE SPA HEATER SHALL: FOLLOWED. - 680.51 - LUMINAIRES, SUBMERSIBLE PUMPS, AND OTHER FILL NORMAL SURFACE IRREGULARITIES. COATING WILL FOLLOW
MAIN HOUSE ADDITION MINIMUM FLOW RATE: 46 GPM - SUBMERSIBLE EQUIPMENT A.) MEET ASME STANDARDS
SCHWARTZ RESIDENCE 13. ANY CONDITION NOT SPECIFICALLY COVERED IN THIS PLAN OR UNUSUAL MOST CONTOURS OF EXISTING SHELL. DESIGNED TURNOVER: 13.8 MIN - 680.52 - JUNCTION BOXES AND OTHER ENCLOSURES B.) BOND BOILER PER ELECTRIC CODE DESIGNED FLOW RATE: 100 GPM CONDITIONS ENCOUNTERED DURING EXCAVATION SHALL BE BROUGHT TO 3. FINISH COAT: FINISH COAT, FOLLOWING SPECIFIED MIX - 680.53 - BONDING C.) HAVE A CODE COMPLIANT GAS TRAIN ASSEMBLY THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING. PROPORTIONS, SHALL BE PNEUMATICALLY APPLIED OVER - 680.54 - GROUNDING D.) HAVE A NATURAL GAS APPLIANCE APPROVED BALL/SHUTOFF VALVE - 680.55 - METHODS OF GROUNDING PROVIDED BY THE BOILER INSTALLATION CONTRACTOR PARTIALLY DRY BOND COAT. FINISH COAT SHALL BE FLOATED TO 14. POOL SHALL BE MAINTAINED FULL OF WATER EXCEPT DURING CHANGE OF SEMI-SMOOTH SURFACE, AND TROWEL IN MANNER THAT WILL - 680.56 - CORD-AND-PLUG-CONNECTED EQUIPMENT
212-12-004J SCOPE OF WORK WATER OR SIMILAR SHORT TERM MAINTENANCE ACTIVITIES. ACHIEVE COMPACTION OF AGGREGATES THAT MEET STANDARDS - 680.57 - SIGNS 2. IMC SECTION 1010.1: - 680.58 - GFCI PROTECTION FOR ADJACENT OUTLETS FOR AUTHORIZED APPLICATOR. A.) THE DISCHARGE OF THE RELIEF VALVE SHALL BE PIPED TO WITHIN 18 15. PLAN IN COMPLIANCE WITH IBC. - ANY ADDITIONAL STATE AND LOCAL REQUIREMENTS INCHES OF THE FLOOR OR TO AN OPEN RECEPTACLE (IMC 1006.1) B.) NO VALVE SHALL BE PLACED BETWEEN THE SAFETY RELIEF VALVE 16. WET CURE SHALL BE IN ACCORDANCE WITH ACI-506.2-95 SECTION 3.8 THESE DRAWINGS REPRESENT THE POOL AND SPA FOR THIS PROJECT. AND THE HEATER, NOR ON THE DISCHARGE PIPE BETWEEN THE SAFETY ALL DECKING LIMITS, DRAINAGE, WALKWAYS, FENCING DESIGN, BATHROOMS RELIEF VALVE AND THE ATMOSPHERE (IMC 1006.1) 17. SHOTCRETE SHALL BE AT MINIMUM EQUAL TO CEMEX (MIX CODE: 1559997) DESIGN, UTILITIES, AND OTHER STRUCTURES SHOWN ON THE PLAN ARE 4,000 PSI, 83" FLY ASH SHOTCRETE 3. ENERGY EFFICIENCY STANDARDS SECTION POTABLE WATER DOCUMENTED BY OTHER DISCIPLINES. THE CONTRACTED SCOPE OF WORK
COUNTY ASSESSOR'S #: A.) ANY POOL OR SPA HEATING SYSTEM OR EQUIPMENT MAY BE FOR THE POOL AND SPA DESIGN REPRESENTS THE FOLLOWING:
LEGAL DESCRIPTION: INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE
PROJECT ADDRESS: SYSTEM OR EQUIPMENT HAS THE FOLLOWING: SPECIFICATIONS: 603.5.20 SWIMMING POOLS, SPAS, AND HOT TUBS. · POOL & SPA TYPE: ON-GRADE i.) THERMAL EFFICIENCY THAT COMPLIES WITH THE APPLIANCE · POOL & SPA SIZE: PER DESIGN REQUIREMENTS POTABLE WATER SUPPLY TO SWIMMING POOLS, SPAS, AND HOT TUBS SHALL EFFICIENCY REGULATION BE PROTECTED BY AN AIR GAP OR A REDUCED PRESSURE PRINCIPLE CONSTRUCTION TYPE: PNEUMATICALLY PLACED SHOTCRETE
PROJECT: · BACKFLOW PREVENTER IN ACCORDANCE WITH THE FOLLOWING: · WALL AND FLOOR COATING: PEBBLE FINA ii.) ON/OFF SWITCH MOUNTED TO OUTSIDE OF HEATER THAT (1) THE UNIT IS EQUIPPED WITH A SUBMERGED FILL LINE. ALLOWS SHUTTING OFF THE HEATER WITHOUT ADJUSTING THE · FILTRATION SYSTEM: SAND FILTER SYSTEM THERMOSTAT AND INSTRUCTIONS CONSISTING OF A PERMANENT, · SANITATION SYSTEM: PUMPS AND TANKS, CHEMISTRY CONTROLLER THE POTABLE WATER SUPPLY IS DIRECTLY CONNECTED TO THE UNIT EASILY READABLE AND WEATHERPROOF PLATE OR CARD THAT CIRCULATION SYSTEM. GIVES INSTRUCTIONS FOR THE ENERGY EFFICIENT OPERATION OF THE POOL OR SPA HEATER AND FOR PROPER CARE WHEN THE POOL OR SPA WATER COVER IS USED. DATE: INCLUDED IN DESIGN PACKAGE: · INSTALL OF POOL & SPA CONCRETE SHELL AND PIPING. iii.) NO ELECTRIC RESISTANCE HEATING. 08/29/2022 · POOL & SPA INSTALLED AS A COMPLETE WORKING SYSTEM. · COPING AT POOL EDGE & COPING AT SPA EDGE WITH PROVISIONS FOR 4. EQUIPMENT AND APPLIANCES SHALL BE INSTALLED AS REQUIRED BY THE DECKING (BY OTHERS). TERMS OF THEIR APPROVAL, IN ACCORDANCE WITH THE CONDITIONS OF ISSUED FOR: THEIR LISTING THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND · INSTALLATION OF TILE & INTERIOR SURFACE. CODE. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE PERMIT SUBMITTAL · TILE AT BORDER OF POOL & SPA. AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION. (IMC 304.1) · COMPLETE FILTRATION AND SANITATION EQUIPMENT. · ELECTRICAL PANEL WITH CHEMICAL FEED INTERLOCK PROVIDED BY G.C. 5. VENTING FOR THE SPA HEATER SHALL BE IN ACCORDANCE WITH ALL · INTERIOR LIGHTING TO GFCI CIRCUIT. REQUIREMENTS OF THE MANUFACTURERS INSTALLATION INSTRUCTIONS REVISIONS: · INTERCONNECTION OF POOL PIPING TO FILTRATION SYSTEM. (Sch. 40 PVC) AND THE 2018 IMC CHAPTER 8. · CONNECTION OF FRESH WATER FILL PROVIDED BY G.C. (PROTECTED) TO 1 AUTOMATIC WATER LEVEL SYSTEM. 6. THIS HEATER IS CERTIFED BY CSA INTERNATIONAL AS COMPLYING WITH THE STANDARD FOR GAS FIRED POOL HEATERS, ANSI Z21.56/CSA 4.7, · RELATED PERMITTING AND INFORMATION. AND IS INTENDED FOR USE IN HEATING FRESH WATER SWIMMING POOLS 3 · START-UP AND OWNER TRAINING. OR SPAS. 4 · INITIAL CHEMICAL BATCH AND WATER BALANCING. 5 · OPERATION GUIDE MANUAL. 6
SHEET TITLE:
AQUATIC COVER SHEET
SHEET NO.:
SP-001 RECEIVED 03/12/2024 ROC LEGAL
BUILDING INFORMATION SYMBOL KEY
4444 EAST MORNING STAR LANE PROJECT ADDRESS: 4444 E. MORNING STAR LANE
CAVE CREEK, ARIZONA 85331 CAVE CREEK, ARIZONA 85331 DETAIL BLOCK REFERENCE: REFERENCE NUMBER / SHEET NUMBER ARIZONA PARCEL NO: 212-12-004J LEGAL DESCRIPTION: E150F OF S2 NW4 SW4 SE4 GOVERNING JURISDICTION: MARICOPA COUNTY
SCHWARTZ RESIDENCE ZONING: RU-43 WINDOW BOX
JACOB & ROSANNE TYPE OF CONSTRUCTION: TYPE V-B SP001 OCCUPANCY CLASSIFICATION: R-3 FEMA FLOOD ZONE DESIGNATION: AO (AE PENDING) SITE AREA: 49,520 SF (1.14 ACRES)
SECTION REFERENCE: SECTION LETTER / SHEET NUMBER
VICINITY MAP NTS SP001 VEW DIRECTION
JCS WEST LLC A Z L I C E N S E N U M B E R S : CLASS A GENERAL ENGINEERING: 281691 GENERAL DUAL BUILDING GC KB-1: 329677
SYMBOL KEY ENGINEERING: SP-111 3'-6" DEEP
4'-6" DEEP
4'-0" DEEP
3'-0" DEEP MAIN DRAINS
WALL INLET Aug 24, 2022
LED LIGHT 23 6" DEEP
SP-101 SKIMMER
AUTOFILL
JET FITTING
GFCI OUTLET
GILA AND SALT RIVER BASE AND MERIDIAN MATERIAL SYMBOLS KEY
4444 EAST MORNING STAR LANE
MARICOPA COUNTY, ARIZONA CAVE CREEK, ARIZONA 85331 WATER EARTH
SEC#31 TWP#5N RANGE 4E E 150F OF S2 NW4 SW4 SE4 MAIN HOUSE ADDITION SCHWARTZ RESIDENCE WATER CONCRETE PROOFING
212-12-004J COUNTY ASSESSOR'S #: SITE PLAN NOTES
LEGAL DESCRIPTION: PROJECT ADDRESS: 1. THESE DRAWINGS REPRESENT AQUATIC FEATURES FOR THIS PROJECT. ALL DECKING LIMITS, DRAINAGE, WALKWAYS, FENCING DESIGN,
PROJECT: BATHROOM DESIGNS, UTILITIES, AND OTHER STRUCTURES SHOWN ON THE SITE PLAN SHALL BE DOCUMENTED BY OTHER DISCIPLINES LISTED ON THE TITLE BLOCK. 2. ACCESS PATHWAYS TO THE POOL & SPA EDGE SHALL BE PROVIDED ON THE ARCHITECTURAL SHEETS. DATE:
08/29/2022
ISSUED FOR: W D PERMIT SUBMITTAL
REVISIONS:
SHEET TITLE:
AQUATIC SITE PLAN SCHWARTZ RESIDENCE - MAIN HOUSE (SITE PLAN) Scale: 1:10 NORTH SHEET NO.:
SP-002 RECEIVED 03/12/2024 ROC LEGAL
DE DESIGN ELEMENT
4444 EAST MORNING STAR LANE DE1. COPING STONE: COORDINATE WITH ARCHITECT. (QTY. SEE PERIMETER). SEE: SHEET SP-501, DETAIL 1.
CAVE CREEK, ARIZONA 85331 DE2. POOL & SPA BEAM: SEE: SHEET SP-501, DETAIL 1. (QTY. SEE PERIMETER)
DE3. WATER LINE TILE: DALTILE OR EQUAL; 6"X6", FROST PROOF, GLAZED, CONTRASTING TO INTERIOR, COLOR OR MODEL: CONTRACTOR TO SUBMIT TO OWNER FOR APPROVAL. SEE: SHEET SP-503, DETAIL 2.
SCHWARTZ RESIDENCE (QTY. SEE PERIMETER)
JACOB & ROSANNE DE4. SAFETY EDGE TILE: 2"X2", SLIP RESISTANT, CONTRASTING. SUBMIT COLOR TO OWNER FOR APPROVAL. SEE: SHEET SP-503, DETAIL 3.
DE5. SPILLWAY TILE: 2"X2", SLIP RESISTANT, CONTRASTING. SUBMIT COLOR TO OWNER FOR APPROVAL. SEE: SHEET SP-501, DETAIL 2.
DE6. WATERPROOFING: PRODUCT OF AQURON CORPORATION; CONCRETE POOL SHELL PROTECTOR (CPSP). APPLIED AFTER SHOTCRETE HAS CURED AND PRIOR TO INTERIOR POOL FINISH. SEE: SHEET SP-503, DETAIL 4. (QTY. INTERIOR AREA)
DE7. INTERIOR FINISH: INTERIOR FINISH: PEBBLEFINA. SUBMIT COLOR TO OWNER FOR APPROVAL. WATERPROOFING MUST BE DRY PRIOR TO APPLYING INTERIOR FINISH. SEE: SHEET SP-503, DETAIL 4. (QTY. INTERIOR AREA)
I IMBED I1. MAIN DRAIN - POOL: PARAMOUNT SDX2, 10", DRAIN GRATE COLOR TBD, VGB COMPLIANT, RATED SUMP-LESS. SEE: SHEET SP-501, DETAIL 6. (QTY. 2) JCS WEST LLC I2. MAIN DRAIN - SPA: PARAMOUNT SDX2, 10", DRAIN GRATE COLOR TBD, VGB A Z L I C E N S E N U M B E R S : COMPLIANT, RATED SUMP-LESS. SEE: SHEET SP-501, DETAIL 6. (QTY. 2) CLASS A GENERAL ENGINEERING: 281691 GENERAL DUAL BUILDING GC KB-1: 329677 I3. SCUPPER SUCTION: PARAMOUNT SDX2, 10", DRAIN GRATE COLOR TBD, VGB COMPLIANT, RATED SUMP-LESS. SEE SHEET SP-501, DETAIL 8. (QTY. 4 )
I4. HYDROSTATIC RELIEF VALVE: RECRONICS; PN# 34-601. SEE SHEET SP-501, ENGINEERING: DETAIL 9. (POOL QTY. 1) (SPA QTY. 1)
I5. SKIMMER - POOL: WATERWAY PLASTICS. MODEL: RENEGADE MODEL# 540-6410, WHITE, 75 GPM RATED. SKIMMER LID; POUR-A-LID BY STETSON DEVELOPMENT, ROUND LID, MODEL #201-PAL. COORDINATE LID COLOR WITH COPING. SEE SHEET SP-502, DETAIL 1 & 3. (POOL QTY. 2) Aug 24, 2022 I6. AUTO FILL - POOL: MP INDUSTRIES INC., MODEL #MP-1953-J OR EQUAL, ROUND LID, MODEL #201-PAL. COORDINATE LID COLOR WITH ARCHITECT. SEE: SHEET SP-502, DETAIL 2 & 3. (QTY. 1) 23
I7. WALL INLET: PENTAIR, MODEL #08429, CYCOLAC "EYEBALL" INLET, WHITE. SEE: SHEET SP-502, DETAIL 5 & 6. (QTY. 7)
I8. FLOOR INLET: PENTAIR, MODEL 08417-0000, WHITE. SEE: SHEET SP-502, DETAIL 7. (QTY. 2)
I9. JET FITTING - SPA: WATERWAY, POLY STORM, MODEL #229-1107. WATERWAY, POLY STORM, MODEL #210-5860 FOR DAM WALL. SEE: SHEET SP-502, DETAIL 8 & 9. (QTY. 8)
I10. LIGHT NICHE - POOL: PENTAIR; MODEL #79206700, LARGE PVC NICHE, PLASTIC. SEE: SHEET SP-503, DETAIL 8. (QTY. 2)
I11. LIGHT NICHE - SPA: PENTAIR; MODEL #79206600, SMALL PVC NICHE, PLASTIC. SEE: SHEET SP-503, DETAIL 9. (QTY. 1)
I12. SCUPPERS: PEBBLE TECHNOLOGY, CHUTE FLOW, #FAW-CF012, 12", BLACK
GILA AND SALT RIVER BASE AND MERIDIAN POWDER COAT. SEE: SHEET SP-502, DETAIL 4. (QTY. 3)
SP-301 I13. FIRE BOWL: BY OTHERS.
4444 EAST MORNING STAR LANE
MARICOPA COUNTY, ARIZONA CAVE CREEK, ARIZONA 85331 I5
ELECTRICAL
SEC#31 TWP#5N RANGE 4E I13
E 150F OF S2 NW4 SW4 SE4 E
MAIN HOUSE ADDITION SCHWARTZ RESIDENCE E1. LIGHT - POOL: PENTAIR; MODEL #601106, INTELLIBRITE 5G LED, 300 WATT EQUIVALENT, 12V, 50FT CORD. SEE: SHEET SP-503, DETAIL 8. (QTY. 2) E2. LIGHT - SPA: PENTAIR; MODEL #640151, INTELLIBRITE 5G LED, 100 WATT
212-12-004J SP-301 EQUIVALENT, 12V, 50FT CORD. SEE: SHEET SP-503, DETAIL 9. (QTY. 1) I12 DE1 DE3 E3. BONDING DIAGRAM: PER NEC CODE REQUIREMENTS. SEE: SHEET SP-503, DE2 DETAIL 7. DE6 I1
DE7
COUNTY ASSESSOR'S #: I9
LEGAL DESCRIPTION: I3 4'-6" DEEP
4'-0" DEEP 3'-6" DEEP
3'-0" DEEP
PROJECT ADDRESS: SP-301 I4 DE4
PROJECT: I7 DE5 I1 3'-6" DEEP
I2 I2 E3
I7 DATE:
I10 08/29/2022 I4 E1 I11 E2 ISSUED FOR:
PERMIT SUBMITTAL
I8 I6 REVISIONS:
DE1 6" DEEP DE2
SPA FITTING & KEYNOTE PLAN (LAYOUT) POOL FITTING & KEYNOTE PLAN (LAYOUT) Scale: 1/2" = 1' 2 Scale: 1/4" = 1' SHEET TITLE:
AQUATIC PLAN
SHEET NO.:
SP-101 RECEIVED 03/12/2024 ROC LEGAL
PS POOL & SPA PLUMBING
4444 EAST MORNING STAR LANE PS3 NOTE: SCH 80 IN EQ SPACE AND 5 FT BEYOND EQ SPACE. TRANSITION TO SCH 40 OUTSIDE EQ SPACE.
CAVE CREEK, ARIZONA 85331 DESIGN FLOW RATE FOR POOL & SPA CIRCULATION - 100 GPM PP6 PP6 PP6 PS1. MAIN DRAIN CIRCULATION SUCTION TRUNK - POOL: 3" PVC - 100 GPM - 100% MAX. FLOW THROUGH MAIN DRAIN 100 GPM @ 4.9 FPS < 5 FPS
PS7 PS2. SKIMMER CIRCULATION SUCTION TRUNK - POOL:
SCHWARTZ RESIDENCE 3" PVC - 100 GPM - 100% MAX. FLOW THROUGH SKIMMER 100 GPM @ 4.9 FPS < 5 FPS PS7A
JACOB & ROSANNE PS3. SKIMMER CIRCULATION SUCTION LOOP - POOL: 2" PVC - 100 GPM - 50% MAX. FLOW THROUGH LOOP 50 GPM @ 4.8 FPS < 5 FPS
PS4. MAIN DRAIN CIRCULATION SUCTION TRUNK - SPA: 3" PVC - 100 GPM - 100% MAX. FLOW THROUGH MAIN DRAIN 100 GPM @ 4.9 FPS < 5 FPS PS1 PS10 PS5. CIRCULATION INLET TRUNK - POOL: (IN EQUIPMENT SPACE) PS11 2-1/2" PVC - 100 GPM - 100% MAX. FLOW THROUGH SYSTEM 100 GPM @ 7.6 FPS < 8 FPS
PS6. INLET LOOP - POOL: (IN EQUIPMENT SPACE) PS9 PP1 2-1/2" PVC - 100 GPM - 50% MAX. FLOW THROUGH LOOP 50 GPM @ 3.3 FPS < 8 FPS
PS7. WALL INLET TRUNK - POOL: PS2 PP2 2-1/2" PVC - 100 GPM - 90% MAX. FLOW THROUGH TRUNK 90 GPM @ 6.0 FPS < 8 FPS
PS7A. WALL INLET LOOP - POOL: PS4 PS8 PP3 2" PVC - 90 GPM - 50% MAX. FLOW THROUGH LOOP 45 GPM @ 4.3 FPS < 8 FPS PS12 PS8. FLOOR INLET TRUNK - POOL: 2" PVC - 100 GPM - 10% MAX. FLOW THROUGH TRUNK 10 GPM @ 1.0 FPS < 8 FPS
PS9. JET INLET TRUNK - SPA: JCS WEST LLC 2-1/2" PVC - 100 GPM - 100% MAX. FLOW THROUGH SYSTEM 100 GPM @ 7.6 FPS < 8 FPS A Z L I C E N S E N U M B E R S : CLASS A GENERAL ENGINEERING: 281691 PS10. JET INLET LOOP - SPA: GENERAL DUAL BUILDING GC KB-1: 329677
E1 2" PVC - 100 GPM - 50% MAX. FLOW THROUGH LOOP 50 GPM @ 3.3 FPS < 8 FPS
PS11. REMOTE AIR TRUNK: SEE: SHEET SP-503, DETAIL 1. 1-1/2" PVC - N/A GPM ENGINEERING:
PS12. REMOTE AIR LOOP: PS13 1-1/2" PVC - N/A GPM
PS13. COLD WATER SUPPLY - POOL & SPA: 1" PVC - N/A Aug 24, 2022
PP SCUPPER PLUMBING 23
NOTE: SCH 80 IN EQ SPACE AND 5 FT BEYOND EQ SPACE. TRANSITION TO SCH 40 OUTSIDE
POOL & SPA PLUMBING PLAN EQ SPACE.
Scale: 1/4" = 1' DESIGN FLOW RATE FOR WEIR OVERFLOW SYSTEM - 120 GPM
PP1. SCUPPER WALL SUCTION TRUNK : 4" PVC - 120 GPM - 100% MAX. FLOW THROUGH MAIN DRAIN 120 GPM @ 3.4 FPS < 5 FPS
PP2. SCUPPER WALL SUCTION LOOP: 3" PVC - 120 GPM - 50% MAX. FLOW THROUGH LOOP 60 GPM @ 2.6 FPS < 5 FPS
PP3. SCUPPER WALL SUCTION BRANCHES: (QTY. 4) 3" PVC - 120 GPM - 25% MAX. FLOW THROUGH BRANCH 30 GPM @ 1.3 FPS < 5 FPS
PP4. SCUPPER INLET TRUNK: (IN EQUIPMENT SPACE) 3" PVC - 120 GPM - 100% MAX. FLOW THROUGH SYSTEM 120 GPM @ 5.8 FPS < 8 FPS
GILA AND SALT RIVER BASE AND MERIDIAN HYPER DISSOLVED PP5. SCUPPER INLET LOOP: (IN EQUIPMENT SPACE) OXYGEN SYSTEM SPA JETS (100 GPM) 2" PVC - 120 GPM - 50% MAX. FLOW THROUGH LOOP 60 GPM @ 6.5 FPS < 8 FPS (8) @ 13 GPM EACH PP6. SCUPPER INLET BRANCHES: (QTY. 3)
4444 EAST MORNING STAR LANE 2" WATER LOOP & 1.5" AIR LOOP
MARICOPA COUNTY, ARIZONA OZONE GENERATOR 2" PVC - 120 GPM - 33% MAX. FLOW THROUGH SYSTEM 40 GPM @ 4.4 FPS < 8 FPS
CAVE CREEK, ARIZONA 85331 2.5"
SEC#31 TWP#5N RANGE 4E E 150F OF S2 NW4 SW4 SE4 ELECTRICAL
MAIN HOUSE ADDITION E
SCHWARTZ RESIDENCE E1. LIGHT CONDUIT- 1" MIN 2.5" LOOP
212-12-004J (IN EQ ROOM) TO INTELLICENTER 2.5" 2.5" 2" LOOP COPPER BLOW OFF (IN SPA) LINE TO FLOOR DRAIN
POOL WALL RETURN SYSTEM 90 GPM (9) @ 10 GPM EACH
COUNTY ASSESSOR'S #: LEGAL DESCRIPTION: PROJECT ADDRESS: LIQUID ACID CHLORINE 2" POOL FLOOR RETURN SYSTEM 10 GPM (2) @ 5 GPM EACH ASME HEATER
PROJECT: 2"
CIRCUIT INTERLOCKED WITH POOL CIRC. PUMP WATER FEATURE RETURN SYSTEM CHEM INTELLICENTER 120 GPM CONTROLLER DATE: 2.5" (3) @ 40 GPM EACH SKIMMER PH SENSOR 08/29/2022 (1) @ 75 GPM 2" 3" 2" LOOP
2" LOOP BACKWASH ISSUED FOR: 2" TO WASTE PERMIT SUBMITTAL 3" AIR GAP POOL MAIN 2" DRAIN SYSTEM
SAND LOW VOLTAGE REVISIONS: 2.5" FILTER TRANSFORMER TR-140C 3" 1 TO TIME CLOCK 3" TO 2 INTELLICENTER JUNCTION INTELLICENTER 3 3" BOX 4 3" LOOP
3" 3" 4" SPA MAIN 5
DRAIN SYSTEM 3" 6
SPA 7
CIRCULATION PUMP 3" BOOSTER PUMP INTELLIFLO VSF POOL INTELLIFLO VSF SET TO 100 GPM LIGHTING SET TO 120 GPM POOL SYSTEM WATER FEATURE SHEET TITLE: SUCTION SYSTEM (WALL) AQUATIC PLUMBING POOL & SPA PLUMBING SCHEMATIC WATER FEATURE PLUMBING SCHEMATIC Scale: NTS 3 Scale: NTS SHEET NO.:
SP-111 RECEIVED 03/12/2024 ROC LEGAL
C CIRCULATION EQUIPMENT
4444 EAST MORNING STAR LANE S2 C1. CIRCULATION PUMP - POOL & SPA (P-1): PENTAIR, MODEL: INTELLIFLO VSF, #011056, 3.95
CAVE CREEK, ARIZONA 85331 THP, 230V. SEE PUMP CURVE. (QTY. 1)
C2. CIRCULATION FILTER - POOL & SPA: PENTAIR, TRITON II SAND, #140316, 7.06 SQFT, TR140C. (QTY. 1)
C3. HEATER - POOL: PENTAIR; ETI 400, 400 ASME, #461113. SEE: SP-504, DETAIL 4. (QTY. 1) VENTING BY OTHERS
SCHWARTZ RESIDENCE V4 C4. SCUPPER PUMP (P-2): PENTAIR, MODEL: INTELLIFLOXF VSF, #022056, 3.95 THP, 230V. SEE PUMP CURVE. (QTY. 1)
JACOB & ROSANNE S SANITATION EQUIPMENT C3 S1. CHEMISTRY CONTROLLER - POOL & SPA: PENTAIR, INTELLICHEM, MODEL #522622, CONTROLLER AND ACID AND CHLORINE TANKS WITH TANK MOUNTED PUMPS. (QTY. 1)
S2. OXYGEN SYSTEM - POOL & SPA: PURE VISION TECHNOLOGIES, AQUA FUZION, MODEL #PVH-X201, 120/220-240 VAC, 2" PLUMBING CONNECTION. SEE: SHEET SP-504, DETAIL 5. (QTY. 1)
S1
V7 V VALVES & GAUGES C2 V1. PRESSURE-VACUUM GAUGES: PRODUCT OF SUPER PRO. MODEL #SPG-06-1001 (PRESSURE) & SPG-06-1008 (PRESSURE) INDUSTRIAL GAUGE WITH 2.0-INCH DIAL, 316 STAINLESS STEEL CASE, GLYCERIN FILLED FOR LONG LIFE. RANGE OF 0-60 PSI FOR S1 PRESSURE, AND 0-30 INCHES OF MERCURY FOR VACUUM. (ONE ON EACH PUMP INLET/OUTLET, ONE ON EACH FILTER OUTLET) JCS WEST LLC V2. REMOVED A Z L I C E N S E N U M B E R S : V5 CLASS A GENERAL ENGINEERING: 281691 E1 V3. BUTTERFLY VALVE: ASAHI AMERICA, POOL PRO TYPE 57, PVC, LEVER (3" TO 6"), VITON GENERAL DUAL BUILDING GC KB-1: 329677 C1 SEALS, EPDM SEATS, POOL CONTRACTOR TO PROVIDE FLANGES & S.S. HARDWARE (QTY. AS NEEDED) E3 V1 V4. MULTI-PORT VALVES: JANDY NEVERLUBE. 2-INCH, 2 & 3 PORT. MAX WORKING PRESSURE ENGINEERING: E4 OF 50 PSI. (QTY. PER PLAN) V6 V5. FLOW METER /CHECK VALVE: PRODUCT OF H2FLOW. MODEL #FLOWVIS, C4 WWW.H2FLOW.NET. SEE: SHEET SP-504, DETAIL 7. (QTY. PER PLAN)
V6. MOTORIZED SWITCH OVER VALVE: JANDY, MODEL JVA 2444, LOW VOLTAGE, CONNECT TO Aug 24, 2022 INTELLICENTER.
V7. BACKWASH VALVE - FILTER: PENTAIR POOL PRODUCT MODEL #263080, PVC FULL LOW XF, 23 V3 2-INCH. COORDINATE FINAL DESTINATION FOR BACKWASH WITH ARCHITECT. (QTY. 1)
V8 V8. RPZ: PER MEP ELECTRIC PANEL
E ELECTRICAL E1. CONTROL SYSTEM: PENTAIR PRODUCT, INTELLICHEM CHEMICAL CONTROLLER, #521357. (QTY. 1)
E2. GFCI: BY OTHERS
POOL EQUIPMENT PLAN E3. JUNCTION BOX (LIGHTS): INTERMATIC; MODEL #PJB4175, CONNECTION UP TO 4 LIGHT. Scale: 1/2" = 1' EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 1 INCH MIN. PVC CONDUIT. SEE: SHEET SP-504, DETAIL 1. (QTY. 1)
GILA AND SALT RIVER BASE AND MERIDIAN E4. LOW VOLTAGE TRANSFORMER (FOR LIGHTS): PRODUCT OF PENTAIR; MODEL PS300, 120V, 3.0 AMP, 300 WATT MAX OUTPUT STEP-DOWN TO 12 VOLTS, SEE: SHEET SP-504, DETAIL 1. (QTY. 1)
4444 EAST MORNING STAR LANE
MARICOPA COUNTY, ARIZONA CAVE CREEK, ARIZONA 85331
SEC#31 TWP#5N RANGE 4E E 150F OF S2 NW4 SW4 SE4 VENTING
MAIN HOUSE ADDITION BY OTHERS
SCHWARTZ RESIDENCE S2
212-12-004J ELECTRIC PANEL
COUNTY ASSESSOR'S #: VENTING
LEGAL DESCRIPTION: BY OTHERS V4
PROJECT ADDRESS: V1
V5 C3 V8
PROJECT: V3 C2 V7 C2 DATE:
C1 08/29/2022 E1 C3 S1 S1 ISSUED FOR:
E1 C4 PERMIT SUBMITTAL E3
REVISIONS:
S1 E3 V6 3
S1
SHEET TITLE:
AQUATIC EQUIPMENT
POOL EQUIPMENT ISO POOL EQUIPMENT ISO Scale: NTS 3 Scale: NTS SHEET NO.:
SP-121 RECEIVED 03/12/2024 ROC LEGAL
45'-6"
10'-8" 34'-0"
4444 EAST MORNING STAR LANE 1'-8" 7'-4" 1'-8" 5'-5" 15'-0" 10'-1" 3'-6"
CAVE CREEK, ARIZONA 85331 10" DECK LEVEL SPA WATERLINE POOL WATERLINE
1'-6"
SCHWARTZ RESIDENCE 3"
JACOB & ROSANNE 3'-0" 3'-6"
4'-6" NATIVE SOIL
MINIMUM REINFORCEMENT DESIGN - WALL AND f'c = 4,000 PSI MINIMUM FLOOR #4 BAR, GRADE 40, 8" O.C.E.W. BOND BEAM Fy = 40,000 PSI (4) #4 BAR BEAM CONTINUOUS FOR PERIMETER.
POOL & SPA SECTION (LENGTH) Scale: 1/2" = 1' JCS WEST LLC A Z L I C E N S E N U M B E R S : CLASS A GENERAL ENGINEERING: 281691 GENERAL DUAL BUILDING GC KB-1: 329677
ENGINEERING:
32'-0"
Aug 24, 2022 1'-6" 5'-5" 15'-0" 10'-1"
POOL WATERLINE DECK LEVEL 23 1'-6"
3'-0" 4'-6"
NATIVE SOIL
GILA AND SALT RIVER BASE AND MERIDIAN f'c = 4,000 PSI MINIMUM Fy = 40,000 PSI
4444 EAST MORNING STAR LANE MINIMUM REINFORCEMENT DESIGN - WALL AND
MARICOPA COUNTY, ARIZONA FLOOR #4 BAR, GRADE 40, 8" O.C.E.W. BOND BEAM
CAVE CREEK, ARIZONA 85331 (4) #4 BAR BEAM CONTINUOUS FOR PERIMETER.
SEC#31 TWP#5N RANGE 4E E 150F OF S2 NW4 SW4 SE4 MAIN HOUSE ADDITION SCHWARTZ RESIDENCE POOL & SPA SECTION (LENGTH)
212-12-004J Scale: 1/2" = 1'
COUNTY ASSESSOR'S #: 1" 23'-82
LEGAL DESCRIPTION: PROJECT ADDRESS: 8'-0" 3'-0" 1" 12'-82
PROJECT: DECK LEVEL POOL WATERLINE DATE: 6"
08/29/2022
ISSUED FOR:
PERMIT SUBMITTAL 3'-7"
NATIVE SOIL
REVISIONS:
MINIMUM REINFORCEMENT DESIGN - WALL AND 7
FLOOR #4 BAR, GRADE 40, 8" O.C.E.W. BOND BEAM f'c = 4,000 PSI MINIMUM (4) #4 BAR BEAM CONTINUOUS FOR PERIMETER. Fy = 40,000 PSI
SHEET TITLE:
POOL SECTION (WIDTH) AQUATIC Scale: 1/2" = 1' SECTIONS
SHEET NO.:
SP-301 RECEIVED 03/12/2024 ROC LEGAL
4444 EAST MORNING STAR LANE CAVE CREEK, ARIZONA 85331 POOL & SPA COPING
FINISH DECK THICKNESS.
SCHWARTZ RESIDENCE SEE ARCHITECTURAL COPING MATERIAL PER KEYNOTE; SHEETS FOR DECK DESIGN SIZE: 12x12 SINGLE SIDED BULLNOSE
JACOB & ROSANNE 1" SPA WATER LEVEL POOL WATER LEVEL DECK LEVEL 102 1"+/- 10"
2" 1'-4" 11" 11"
MIN. SLOPE TO LANDSCAPE
1" WATER LEVEL OR DECK DRAINS WATER LEVEL
3" MIN. 5" 9" WATER LINE TILE
3" CL. WATERLINE TILE & TILE SETTING BED
2" . TY 3-1/2" MIN.
P 3" MIN.
3'-6" 3" CL. 1/2" INTERIOR FINISH & WATERPROOFING PER KEYNOTE 7" MIN. 3-1/2" MIN. REINFORCEMENT DESIGN - WALLS AND 1/2" INTERIOR FINISH 1/2" INTERIOR FINISH
TYP. 4", 113 FLOOR #4 BAR, GRADE 40, 8" O.C.E.W. BOND BEAM (4) #4 BAR BEAM CONTINUOUS FOR JCS WEST LLC POOL PERIMETER. A Z L I C E N S E N U M B E R S : CLASS A GENERAL ENGINEERING: 281691 GENERAL DUAL BUILDING GC KB-1: 329677
TYP. POOL & SPA BEAM SPA SPILLWAY BEAM SPA STEPS ENGINEERING:
Scale: 1" - 1' 2 Scale: 3" = 1' 3 Scale: 3/4" = 1'
Aug 24, 2022
200 G.P.M. (FLOOR) 43.2 SQ.IN. OPENING - VELOCITY @ 200GPM = 1.485 FPS MAIN DRAIN COMPLIES WITH NSF 50/ASME/ANSI A112.19.8-2007 AND ASTM G154 UV TESTING V.G.B. 2008 COMPLIANT DECK LEVEL 3'-0" MIN. RING OF AQUABOND 1'-0", VGB CERTIFIED WATER LEVEL 8'-0" SLOPE FLOOR TO TYP. 1 DRAIN (SUMP-LESS) 2" INTERIOR SURFACE (WHITE) MAIN DRAIN TYP. DECK LEVEL 11"
POOL WATERLINE 1'-0" TYP.
11" 11"
GILA AND SALT RIVER BASE AND MERIDIAN #4 BAR, GRADE 40
11" @ 8" O.C.E.W. SHOTCRETE 3'-0"
11" 11"
VARIES SEE: PLUMBING PLAN FOR PIPES SIZES,
4444 EAST MORNING STAR LANE MANIFOLD BETWEEN SUMPS
MARICOPA COUNTY, ARIZONA CENTER TEE FITTING BETWEEN MAIN DRAINS
CAVE CREEK, ARIZONA 85331 TO MATCH TRUNK SIZE
11"
SEC#31 TWP#5N RANGE 4E E 150F OF S2 NW4 SW4 SE4 8"
NOTES:
MAIN HOUSE ADDITION 1. PROVIDE 2" MINIMUM SHOTCRETE COVERAGE OVER REBAR AT MAIN DRAIN
SCHWARTZ RESIDENCE LOCATIONS. PROVIDE DIMENSIONED SCALED SHOP DRAWING OF THIS LOCATION TO POOL STRUCTURAL ENGINEER FOR APPROVAL BEFORE SHOTCRETE PHASE.
2. STUB OUT & CAP PIPE FOR HYDROSTATIC TEST TO 50 PSI FOR 30 MIN. KEEP A MIN. OF 15 PSI ON SYSTEM UNTIL AFTER DECKING PHASE.
212-12-004J POOL STEPS POOL SUNSHELF STAIRS POOL & SPA MAIN DRAIN Scale: 3/4" = 1' 5 Scale: 1/2" = 1' 6 Scale: 1"=1'
COUNTY ASSESSOR'S #: LEGAL DESCRIPTION: PROJECT ADDRESS: 2'-6"
PROJECT: SUCTION PIPING SHALL MEET THE FOLLOWING: ANSI/APSP-7 (2013) STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT TUBS, AND CATCH BASINS WATER LEVEL INSTALL MAIN DRAIN COVER INSTALL A 4" RING OF DALTILE, OVER HYDROSTATIC VALVE. KEYSTONE SERIES TILE TO MATCH INTERIOR FINISH DATE: SUCTION BRANCHES 308 G.P.M. (WALL) PLUMBING 43.2 SQ.IN. OPENING - VELOCITY @ 200GPM = 1.485 FPS 08/29/2022 CUT BACK AND FILL WITH
2'-9" MAIN DRAIN COMPLIES WITH NSF 50/ASME/ANSI RECREONICS PN# 34-601 A112.19.8-2007 AND ASTM G154 UV TESTING HIGH-STRENGTH, NONFERROUS, AQUA BOND QW500 NON-SHRINK GROUT V.G.B. 2008 COMPLIANT ISSUED FOR:
PERMIT SUBMITTAL 3'-0" 3'-4" 3'-0" SUCTION TRUNK, SEE: PLUMBING PLAN INSTALL COUPLER 2" BELOW SHOTCRETE SCH 80 NIPPLE REVISIONS: FILTER FABRIC 36" ZIP TIE MIN 1 .B PEA GRAVEL 2 ET FILTER FABRIC WE 3 EN RECREONICS PN# 34-604 AL 4 L 1'-9"
DR AIN 5 S 6
FLOOR OF POOL MAX 2-1/2" CONNECTION TO SDX2 MAIN DRAIN
SHEET TITLE:
MAIN DRAIN ISO SCUPPER SUCTION DRAIN HYRDROSTATIC RELIEF VALVE AQUATIC DETAILS Scale: NTS 8 Scale: 1" = 1' 9 Scale: 1" = 1'
SHEET NO.:
SP-501 RECEIVED 03/12/2024 ROC LEGAL
4444 EAST MORNING STAR LANE CAVE CREEK, ARIZONA 85331 1'-0" 1'-0" CUSTOM CUT COPING STONES FOR SKIMMER & AUTO FILL BOX
POUR A LID. 10" ROUND ADD COPING FIELD CUT PAVER @ STONE INSIDE AND GROUT THICKENED BEAM
1'-0" POUR A LID. 10" ROUND ADD COPING
SCHWARTZ RESIDENCE FIELD CUT PAVER ON STONE INSIDE AND GROUT THICKENED BEAM SIDE. FINISH WATERLINE TILE CAP OVERFLOW PORT
JACOB & ROSANNE 1'-0" FINISH DECK THICKNESS. 1'-0" FINISH DECK & SEE ARCHITECTURAL SET FLOAT VALVE AT THICKNESS BY OTHERS SET CENTER OF SHEETS FOR DECK DESIGN WATER LEVEL CANTILEVER NOSE SKIMMER AT PER KEYNOTE WATERLINE ENCASE ENTIRE AUTOFILL
PER PLAN VIEW IN SHOTCRETE APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP @ 1/2" WATER SUPPLY CONNECTION BETWEEN INLET FILL LINE TO RPZ BALANCE LINE & SHOTCRETE ENCASE ENTIRE (BACKFLOW PROTECTED) SKIMMER IN SHOTCRETE STAINLESS STEEL PLATE, GAUGE, TO SUPPORT CAP PORT AUTOMATIC WATER LEVELER COPING STONE. 2-INCH PVC
INTERIOR FINISH TILE ENTRY & BOTH SIDES OF SKIMMER OPENING TO POOL. JCS WEST LLC MATCH WATERLINE TILE A Z L I C E N S E N U M B E R S :
1'-0" SEE PLUMBNG PLAN CLASS A GENERAL ENGINEERING: 281691 FOR LOOP SIZE GENERAL DUAL BUILDING GC KB-1: 329677
SKIMMER (SECTION) AUTOFILL (SECTION) SKIMMER & AUTOFILL (PLAN) ENGINEERING:
Scale: 1" - 1' 2 Scale: 1" = 1' 3 Scale: 1" = 1'
Aug 24, 2022 SPA BENCH
FIRE BOWL BY OTHERS WATER LEVEL
9" MIN. CAP BY OTHERS
8" MIN. GAS LINE & SHUT-OFF APPLY A RING OF AQUA BOND UW-5000 FLOW RATE TO NOT BY OTHERS AS WATER STOP BEFORE GROUT. APPLY A RING OF AQUA EXCEED 40 GPM EYEBALL INLET FITTING BOND UW-5000 AS WATER EYEBALL INLET FITTING WITH WITH 1" ORIFICE, (SEE: PLAN STOP BEFORE GROUT. 1" ORIFICE, (SEE: PLAN VIEW VIEW FOR LOCATIONS) 1"
SEE: PIPING PLAN FOR 2'-52
STRUCTURE WALL INLET LOOP SIZE FOR LOCATIONS) TILED SURFACE BY OTHERS 1-1/2" STUB
GILA AND SALT RIVER BASE AND MERIDIAN DECK LEVEL
1-1/2" STUB SEE: PIPING PLAN FOR
4444 EAST MORNING STAR LANE
MARICOPA COUNTY, ARIZONA WALL INLET LOOP SIZE INSTALLATION OF FITTING SHALL
CAVE CREEK, ARIZONA 85331 BE FLUSH HORIZONTALLY AND
SEC#31 TWP#5N RANGE 4E STRUCTURE FOUNDATION BY
E 150F OF S2 NW4 SW4 SE4 OTHERS VERTICALLY TO INTERIOR FINISH CUT BACK SHOTCRETE AROUND PIPE FOR FLUSH
MAIN HOUSE ADDITION SCHWARTZ RESIDENCE WATER LEVEL MOUNTING OF WALL INLET FITTING FILL CUT OUT WITH CONNECT BACK TO EQ ROOM HIGH-STRENGTH NONFERROUS, NON-SHRINK GROUT
NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES
212-12-004J SCUPPER WALL INLET - POOL WALL INLET - SPA Scale: 1" = 1' 5 Scale: 3" = 1' 6 Scale: 3" = 1'
COUNTY ASSESSOR'S #: LEGAL DESCRIPTION: PROJECT ADDRESS: 1'-0"
PROJECT: 1"X1" TILE; DAL TILE KEYSTONE SERIES, SUBMIT COLORS TO ARCHITECT 1'-0"
FLOOR RETURN
DATE: INTERIOR FINISH 12"-14" 08/29/2022
SET INLET FLUSH WITH INTERIOR FINISH FLOOR, LOOP SIZE PER ISSUED FOR: OPEN EACH FITTING 1/2 TURN AT POOL START PLUMBING JET FITTING JET FITTING UP. THEN ADJUST OPEN OR CLOSED 1/4 TURN KEYNOTES PERMIT SUBMITTAL FOR UNIFORM FLOW OF SYSTEM
CUT-OUT NOTCH & FILL W/ CUT BACK SHOTCRETE AROUND PIPE CUT BACK SHOTCRETE AROUND PIPE HIGH STRENGTH, NON APPLY A RING OF AQUA BOND UW-5000 FOR FLUSH MOUNTING OF FITTING, LOOP SIZE PER REVISIONS: FOR FLUSH MOUNTING OF FITTING, FERROUS NON SHRINK GROUT AS WATER STOP BETWEEN PVC AND FILL VOID WITH HIGH STRENGTH PLUMBING FILL VOID WITH HIGH STRENGTH SHOTCRETE BEFORE GROUT. NONFERROUS NON, SHRINK GROUT KEYNOTES NONFERROUS NON, SHRINK GROUT 1
2" TYPICAL FROM LOOP TO INLET 4 SUBGRADE PREPARATION 5 PER SOILS REPORT 6
LOOP LINE SIZE PER PLUMBING PLAN
NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES SHEET TITLE:
FLOOR INLET SPA JET FITTING SPA JET FITTING AQUATIC DETAILS Scale: 1-1/2" = 1' 8 Scale: 1 1/2" = 1' 9 Scale: 1 1/2" = 1'
SHEET NO.:
SP-502 RECEIVED 03/12/2024 ROC LEGAL
4444 EAST MORNING STAR LANE CAVE CREEK, ARIZONA 85331 SCHWARTZ RESIDENCE REMOTE AIR LINE TOP OF DECK
JACOB & ROSANNE EQUIPMENT ROOM FLOOR WATERSTOP STRIP PER
8" SLEEVE CANTILEVER FORM SUPPLIER (WHITE) 2"x2" SKID RESISTANT TILE 2" 1"
6" TILE SET ON MORTAR BED
INTERIOR FINISH SHOTCRETE STRUCTURE
PLUMB UNDER WALL 6" FOUNDATION OR SLEEVE WALL PER WATERLINE TILE FOR POOL NOTE: PLACE NOSE TILE CONTINUOUS @ LEADING EDGE OF ALL STEPS CONTRACTOR AND SPA PERIMETER & BENCH LOCATIONS; COORDINATE COLOR WITH OWNER & ARCHITECT. INTERIOR FINISH JCS WEST LLC A Z L I C E N S E N U M B E R S : REMOTE AIR LINE TO CLASS A GENERAL ENGINEERING: 281691 HARTFORD LOOP GENERAL DUAL BUILDING GC KB-1: 329677
REMOTE AIR WATERLINE TILE SAFETY EDGE TILE ENGINEERING:
Scale: 1 1/2" = 1' 2 Scale: 3" = 1' 3 Scale: 6" = 1'
Aug 24, 2022
VARIES
LIMIT OVER AND UNDER FILL AND COMPACT PORCELAIN WATER LINE TILE W/ PLACEMENT TO TRENCH WITH CLEAN FLEXIBLE THIN SET TILE MORTAR. LOCATION SHOWN ON BACKFILL FREE OF PLAN ROCKS LARGER THAN 2" 1/2" NON CONTACT LAP FOR ALL BAR PLACEMENT INTERIOR FINISH SURFACE, PER KEYNOTE
EARTH UW 5000 AT CONNECTION POINT AT HORIZONTAL REBAR PATTERN 12" MIN. TAMPED EARTH SHOTCRETE AND PVC PIPE OR FITTINGS BEST PRACTICE COVER OF PIPE CROWN HORIZONTAL REBAR PATTERN
GILA AND SALT RIVER BASE AND MERIDIAN TWO COATS WATERPROOFING, PER KEYNOTE STOPPING POINT BETWEEN PLACEMENT OF STOP SHOTCRETE SHOTCRETE PLACEMENT BETWEEN HORIZONTAL BAR. PROVIDE A MIN. OF 112"
4444 EAST MORNING STAR LANE NO SHRINK-CRACKS WILL BE ACCEPTED IN VERTICAL REBAR PATTERN
MARICOPA COUNTY, ARIZONA CLEARANCE AROUND
CAVE CREEK, ARIZONA 85331 STRUCTURE. IF THEY OCCUR, "V" CUT AND FILL ALL REBAR. SLOPE
SEC#31 TWP#5N RANGE 4E WITH LOW VISCOSITY EPOXY.
E 150F OF S2 NW4 SW4 SE4 RECEIVING SURFACE AT
MAIN HOUSE ADDITION 40° TO 45° ANGLE. 6" BEDDING SAND
SCHWARTZ RESIDENCE AVOID ENDING SHOTCRETE NOTE: HEALTH DEPARTMENT INSPECTION OF TRENCH REQUIRED AFTER PLACEMENT AT REBAR. EXCAVATION, BEDDING, AND PIPE INSTALLATION BEFORE BACKFILLING OF TRENCH.
212-12-004J SHOTCRETE PLACEMENT REBAR PLACEMENT PLUMBING TRENCH Scale: NTS 5 Scale: NTS 6 Scale: NTS
COUNTY ASSESSOR'S #: LEGAL DESCRIPTION: PROJECT ADDRESS: 36" MIN
NOTES: BRONZE OR WATER LEVEL CONNECT #8 COPPER 1. WRAP FIXTURE WITH ENOUGH LIGHT CORD TO ALLOW PLACEMENT ON DECK. STAINLESS STEEL BONDING WIRE TO 2. ALL LIGHTS SHALL BE BONDED PER N.E.C. PRESSURE PRODUCT
PROJECT: ANY METAL NOTES: 3. SEE PLAN FOR J-BOX LOCATIONS PER N.E.C. CONNECTOR BY WITHIN 5FT. OF 1. WRAP FIXTURE WITH ENOUGH 4. ALL METAL PARTS WITHIN 5' OF THE POOL SHELL SHALL BE BONDED PER N.E.C. MANUFACTURER POOL EDGE LIGHT CORD TO ALLOW 5. SET TOP OF SPA LIGHT 6" BELOW TOP OF BENCH PLACEMENT ON DECK FOR BULB 6. PROVIDE PVC SLEEVE FOR LIGHT CONDUIT @ EXIT FROM VAULT. CAULK BOTH SIDES REPLACEMENT. LADDER REINFORCING WATERLINE DATE: BARS 2. ALL LIGHTS SHALL BE BONDED. 18" MIN.
1" MIN. LIGHT PROVIDE A EQUIPOTENTIAL BONDING GRID CONDUIT TO 08/29/2022 3. SEE PLAN FOR J-BOX UNDER DECK AROUND ENTIRE PERIMETER J-BOX LOCATION LOCATIONS. OF POOL. PER N.E.C. 2008, 680.26
1'-5-1/2" EQUIPMENT
ISSUED FOR:
6" MIN. 4. ALL METAL PARTS WITHIN 5' OF NICHE LIGHT THE POOL SHELL SHALL BE 1'-8" PERMIT SUBMITTAL NO. 8 BONDED. STRUCTURAL COPPER REBAR BONDING LIGHT FIXTURE 7" MIN. REVISIONS: DECK EQUIPMENT PANEL POOL
LIGHT FIXTURE 1
INSTALL LIGHT FLUSH WITH INTERIOR. 2
SHOTCRETE MUST BE CUT BACK INSTALL LIGHT FLUSH WITH INTERIOR. 3 EXTEND #8 COPPER CONNECTION OF #8 AROUND NICHE FOR A UNIFORM NICHE SHOTCRETE MUST BE CUT BACK AROUND BRONZE 4 BONDING WIRE TO POOL BONDING WIRE TO ALL PLASTER SEAL. APPLY A RING OF NICHE FOR A UNIFORM PLASTER SEAL. BONDING 5 PRODUCT AND PROJECT MECHANICAL AQUA BOND UW-5000 AS WATER STOP APPLY A RING OF AQUA BOND UW-5000 AS CLAMP 6 ELECTRICAL SYSTEM. EQUIPMENT BETWEEN NICHE AND SHOTCRETE WATER STOP BETWEEN NICHE AND 1" MIN. LIGHT CONDUIT 7 BEFORE INTERIOR INSTALLATION SHOTCRETE BEFORE INTERIOR TO J-BOX LOCATION INSTALLATION NOTE: SEE ELECTRICAL SHEETS FOR ADDITIONAL BONDING DETAILING. #8 AWG GROUND CONNECTOR BONDING IS LOCATED AT REAR OF NICHE SHEET TITLE:
BONDING SCHEMATIC LIGHT (POOL) LIGHT (SPA) AQUATIC DETAILS Scale: 6" = 1' 8 Scale: 1" = 1' 9 Scale: 3/4" = 1'
SHEET NO.:
SP-503 RECEIVED 03/12/2024 ROC LEGAL
4444 EAST MORNING STAR LANE MOUNT THE INTELLICENTER CONTROL SYSTEM LOAD CENTER OR POWER CENTER ON A FLAT VERTICAL
CAVE CREEK, ARIZONA 85331 SURFACE, SUCH AS A WALL OR POST AT EYE LEVEL, AT LEASE 5FT (1.5M) FROM THE POOL, SPA OR HOT TUB. NOTE: LOW VOLTAGE TRANSFORMER PER 1. CONSULT MANUFACTURER'S TO MOUNT THE LOAD CENTER OR POWER CENTER: KEYNOTE COORDINATE FINAL LOCATION INSTRUCTIONS BEFORE INSTALLATION. 1. POSITION THE ENCLOSURE AGAINST A VERTICAL FLAT SURFACE. IF WALL ANCHORS ARE BEING USED, 2. PANEL NOT DRAWN TO SALE. 20 AMP, 120V, SEPARATE SUPPORT THE ENCLOSURE IN POSITION (HORIZONTAL LEVEL AND SQUARE) AGAINST THE SURFACE AND TOP VIEW 3. CONTROLLER IS NSF-50 APPROVED. CIRCUIT TERMINATE IN MARK THE BRACKET HOLD PATTERN ON THE WALL. GANG BOX (GFCI) 2. SECURE THE ENCLOSURE WITH THREE (3) SCREWS IN THE TOP AND LOWER MOUNTING BRACKET HOLES.
SCHWARTZ RESIDENCE TIME CLOCK PER KEYNOTE. IF USING WALL ANCHORS, DRILL AND SET THE ANCHORS AND SECURE THE ENCLOSURE WITH SCREWS. POWER CONNECTION LOCATE IN EQUIPMENT ROOM.
JACOB & ROSANNE TOP MOUNTING LIGHTS SHALL BE SET FOR BRACKET SCREW HOLES OWNER'S DESIRED OPERATION. CONDUIT TOP MOUNTING LIGHT CONNECTIONS BRACKET SCREW HOLES MOUNTING HARDWARE SHALL BE 316 STAINLESS STEEL GFCI POWER CIRCUIT J-BOX BY INTERMATIC FROM POOL PANEL, PER ELECTRICAL CODE
ACID FEED PUMP CHLORINE FEED 12" MIN
INJECTION PUMP INJECTION ORP SENSOR REMOVE INTELLICENTER CONTROL PLUG pH SENSOR MOUNTING HOLES POWER CENTER 18" MIN.
TOP OF GRADE. J-BOX FINAL INTELLICENTER CONTROL 20"HX17"WX5.25"D LOCATION IN EQUIPMENT SPACE. SYSTEM LOAD CENTER WATER 26"HX17"WX5.25"D LEVEL IN SPA FILTER Outlet WATER LOWER MOUNTING SENSOR FLOW CELL JAR BRACKET SCREW HOLES JCS WEST LLC TO J5 ON FLOW SWITCH A Z L I C E N S E N U M B E R S : SAMPLE VALVE DAUGHTER BOARD CLASS A GENERAL ENGINEERING: 281691 GENERAL DUAL BUILDING GC KB-1: 329677 OUTLET AFTER INLET BEFORE HEATER PVC CONDUIT TO POOL & SPA LIGHTS LOWER MOUNTING HEATER BRACKET SCREW HOLES
J-BOX/TIME CLOCK CHEMISTRY CONTROLLER - POOL & SPA INTELLICENTER ENGINEERING:
Scale: 3/4" = 1' 2 Scale: 1 1/2" = 1' 3 Scale: NTS
11 HEATER PROVIDED WITH: Aug 24, 2022 · WATER-PRESSURE SWITCH. PROVIDE GFCI HEATER NOTES NOTES: · PRESSURE RELIEF VALVE. AQUA FUZION OUTLET · INLET TEMP. SENSOR PROVIDE RPZ ASSEMBLY BETWEEN THE POINT OF THE 23 · SEE: COVER SHEET · OUTLET TEMP SENSOR POTABLE WATER SUPPLY CONNECTION AND THE POOL FOR ADDITIONAL NOTES. · HIGH LIMIT SENSOR AUTOFILL SYSTEM. PLACE POTABLE WATER PROTECTION · HIGH LIMIT DEVICE DEVICE AT 12" MIN. ABOVE GROUND LEVEL AND/OR 12" MIN. 1. GAS CONNECTION BY MEP. · AIR FLOW SWITCH (AFS) OXYGEN ABOVE WATER LEVEL AT POOL 2. DRIP LEG. · WATER PRESSURE SWITCH (WPS) UNION, START OF POOL 3. GAS COCK VALVE. · ELECTRONIC IGNITION OPERATION CONTRACTOR WORK 4. UNION. PROVIDE SHUT-OFF VALVE 5. HEATER PER KEYNOTE 1" TO POOL 6. SET EQUIPMENT ON RAISED AUTOFILL CONCRETE HOUSE-KEEPING PAD. 5 3 FLOW METER 7. WATER INLET (CPVC) PLUMBING CONTRACTOR 8. WATER OUTLET (CPVC) 13 PROVIDE STAINLESS STEEL WORK SHALL INCLUDE UNION 9. ELECTRONIC DISPLAY 10. EXTERNAL CONDENSATE NEUTRALIZER KIT MOUNTING HARDWARE PN# 475612 (OPTIONAL) 4 14 1 1/2" PVC EQUIPMENT 11. INTAKE/VENTING 7 ROOM
GILA AND SALT RIVER BASE AND MERIDIAN PER MEP CONTRACTOR TO SUPPLY REQUIRED 15 FLOOR MANUFACTURES VENT KIT PER DESIGN. 12. EXHAUST/VENTING PER MEP CONTRACTOR TO SUPPLY REQUIRED 2 13. JUNCTION BOX 240 OR 120
4444 EAST MORNING STAR LANE VAC CONNECTION - 15 AMPS 1 1/2" ISOLATION VALVE TYP.
MARICOPA COUNTY, ARIZONA CAVE CREEK, ARIZONA 85331 12" MIN. 14. CO DETECTOR PER HEATER SUPPLIER.
SEC#31 TWP#5N RANGE 4E 15. HEATER BYPASS
E 150F OF S2 NW4 SW4 SE4 16. HEATER CONDENSATION DRAIN 8 C.W. SUPPLY SEE
MAIN HOUSE ADDITION SCHWARTZ RESIDENCE PLUMBING PLANS · PROVIDE HEATER INTAKE & VENT DESIGN TO HEATER 10 MANUFACTURE PRIOR TO ITS INSTALLATION.
· MANUFACTURE REQUIRES ON-SITE REP. FOR STARTUP 6 WYE RETURN FITTING USED ON 3" OR
212-12-004J SMALLER PLUMBING APPLICATIONS
SPA HEATER SCHEMATIC OXYGEN SYSTEM RPZA (FOR COORDINATION ONLY) Scale: 3/4" = 1' 5 Scale: NTS 6 Scale: 1-1/2" = 1'
COUNTY ASSESSOR'S #: LEGAL DESCRIPTION: PROJECT ADDRESS: PROJECT: DATE:
08/29/2022
ISSUED FOR: NOTE: SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PERMIT SUBMITTAL
STRAIGHT PIPE REQUIREMENTS BEFORE METER STRAIGHT PIPE REQUIREMENTS 1.5", 2", & 2.5" FLOVIS: 0" STRAIGHT PIPE AFTER METER REVISIONS: 3" FLOVIS: 11" MIN. STRAIGHT PIPE ALL MODELS: 0" STRAIGHT PIPE 4" FLOVIS: 17" MIN. STRAIGHT PIPE
FLOW FLOW 3
MINIMUM & MAXIMUM FLOW RATES: 1.5": 10 - 80 GPM 2", 2.5": 10 - 110 GPM 6
3": 70 -240 GPM 4": 150 - 460 GPM 1.5", 2", 2.5", 3" & 4" 7 FLOWVIS FLOW METERS
SHEET TITLE:
FLOW METER PLACEMENTS AQUATIC DETAILS Scale: NTS
SHEET NO.:
SP-504 REGISTRAR OF CONTRACTORS OF THE STATE OF ARIZONA
Imperial Excavating LLC, Case No. 2024-02481 COMPLAINANT, v.
JCS West LLC, CITATION License Nos. ROC 281691, 2329677,
RESPONDENT.
The Registrar issues this Citation to JCS West LLC (“Respondent”) under A.R.S. § 32- 1155(A). If Respondent fails to answer this Citation by March 30, 2024, then under A.R.S. § 32-1155(C), Respondent’s failure to answer may be deemed an admission of the act or acts charged in the underlying complaint, and the Registrar may then suspend or revoke Respondent’s license(s). THE WRITTEN COMPLAINT On February 29, 2024, Imperial Excavating LLC (“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)(10) Failure by a licensee or agent or official of a licensee to pay monies in excess of $750 when due for materials or services rendered in connection with the licensee’s
of 5 1700 W. Washington Street, Suite 105 · Phoenix, AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg101 8/21 operations as a contractor unless the licensee proves that the licensee lacks the capacity to pay and has not received sufficient monies as payment for the particular construction work project or operation for which the services or materials were rendered or purchased. If the matter proceeds to a hearing and the administrative law judge determines that any of the charges listed above are supported by a preponderance of the evidence, then Respondent’s license(s) may be subject to suspension or revocation, and Respondent may be subject to other penalties provided by law, including civil penalties under A.R.S. §§ 32-1154(E) and (F). FILING A WRITTEN ANSWER Respondent must appear by filing with the Registrar a written answer to the citation and complaint showing cause, if any, why Respondent’s license(s) should not be suspended or revoked. A.R.S. § 32-1155(A). Respondent’s written answer should contain the heading “Written Answer to Citation and Complaint” and should include the case number, which is Case No. 2024-02481. 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, AZ 85007-2812 Mail: P.O. Box 18244, Phoenix, AZ 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 March 30, 2024. This deadline is calculated under A.R.S. §§ 32-1155(A) and (B), which provides a deadline ten days after service of the Citation. Service of the Citation and Complaint is
of 5 1700 W. Washington Street, Suite 105 · Phoenix, AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg101 8/21 complete five days after the Registrar mails a copy of the Citation and Complaint to Respondent’s latest address of record in the Registrar’s office. Consequences for Failing to File a Written Answer: If Respondent fails to answer, Respondent’s failure may be deemed an admission of the act or acts charged in the written complaint. A.R.S. § 32-1155(C). The Registrar may then suspend or revoke Respondent’s license(s). THE ADMINISTRATIVE HEARING If Respondent files a timely written answer contesting any charges in the Complaint, then the Registrar will request the Office of Administrative Hearings set a date for an administrative hearing and will notify all the parties at least 30 days before that hearing. A.R.S. § 41-1092.05(D). 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).
of 5 1700 W. Washington Street, Suite 105 · Phoenix, AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg101 8/21 RESPONDENT’S PRIOR RECORD Under A.A.C. R4-9-117, in determining the appropriate discipline, the administrative law judge and the Registrar may consider not only facts in the current case, but also facts in prior cases and any documents regarding Respondent on file with the Registrar. Respondent’s prior disciplinary record and current license(s) status may be considered as a mitigating or aggravating factor in determining the appropriate discipline. EVIDENTIARY DISCLAIMER By issuing this Citation, the Registrar is directing Respondent to file a written answer to the Citation and Complaint, showing cause, if any, why Respondent’s license(s) should not be suspended or revoked. A.R.S. § 32-1155(A). This Citation does not constitute proof that any charge or allegation in Complainant’s written complaint is in fact true. This Citation does not constitute proof that Respondent violated any statutory provision or rule adopted by the Registrar. Dated March 15, 2024. By: /s/ Robert Stirling Robert Stirling Assistant General Counsel Legal Department Arizona Registrar of Contractors COPY of the foregoing mailed by Certified Mail, Return Receipt Requested, March 15, 2024 to: Respondent Certified Mail No: [number redacted] JCS West LLC 4444 E Morning Star Ln Cave Creek, AZ 85331
/// ///
of 5 1700 W. Washington Street, Suite 105 · Phoenix, AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg101 8/21 Copy mailed by USPS First Class Mail this same date to: Respondent JCS West LLC 4444 E Morning Star Ln Cave Creek, AZ 85331 Complainant Imperial Excavating LLC 2575 E Captain Dreyfus Ave Phoenix, AZ 85032 Imperial Excavating LLC 2020 W Adobe Dr Phoenix, AZ 85027
Copy sent electronically this same date to: Respondent at email address on record with the Registrar Complainant at email address on record with the Registrar
Case No. 2024-02481 / KR
of 5 1700 W. Washington Street, Suite 105 · Phoenix, AZ 85007-2812 602.542.1525 · Toll Free 877.692.9762 · roc.az.gov Lg101 8/21 RECEIVED 02/29/2024 ROC LEGAL Non-Payment Complaint Form Departmental Use Only Complaint Number: Mail to: Registrar of Contractors 2024-02481 P.O. Box 18243 Phoenix, AZ 85005-8243
Person Filing Complaint (Payee) Business Name Full Name (First Middle Last) ROC License Number(s) (if any) Justin Suhr Street Address City State Zip Code 2020 W. Adobe Dr. Phoenix Arizona 85027 Phone Number Email Address [number redacted] [email redacted] I consent to receive communications electronically in connection with this case
Name of Attorney (if any)
Attorney’s Street Address City State Zip Code
Attorney’s Phone Number Attorney’s Email Address
Licensee Information (Payer) Name (as shown on contracts, invoices, etc.) ROC License Number(s) JCS West LLC ROC 329677 Street Address City State Zip Code 4444 East Morning Star Lane Cave Creek AZ 85331 Phone Number Email Address
Name of Person(s) Representing License Jacob Schwartz Complaint Information Principal Amount Due (excluding interest and fees) Contract Date (if applicable) $4,151.00 October 17, 2023 Have you filed a civil complaint? No List all specific invoices which have not been paid. Attach additional pages if necessary. Invoice 8047
Certification I certify, upon information and belief, that the above-named licensee has failed to pay monies in excess of seven hundred fifty dollars when due for materials or services rendered in connection with the licensee’s operations as a contractor. I further certify, upon information and belief, that the above-named licensee has the capacity to pay, or has received sufficient monies as payment for the particular construction work project or operation for which the services or materials were rendered or purchased. A.R.S. § 32-1154(A)(10). Printed Name Signature Date Justin Suhr Declaration & Signature I am the Complainant in this Complaint Form or Complainant’s duly authorized representative. I declare under penalty of perjury that the information contained in this Form is true and correct to the best of my knowledge. I further certify that any documents submitted in support of this complaint are true and correct copies of the originals and are 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. RECEIVED Printed Name Signature Date 02/29/2024 Justin Suhr ROC LEGAL RECEIVED 02/29/2024 ROC LEGAL RECEIVED 02/29/2024 ROC LEGAL RECEIVED 02/29/2024 ROC LEGAL IMPERIAL EXCAVATING LLC 2020 W. Adobe Dr. Phoenix, AZ 85027 (602)368-6475 [email redacted] www.ImperialExcavatingAz.com
INVOICE BILL TO INVOICE # 8047 JCS West LLC DATE 10/17/2023 4444 E Morning Star Ln DUE DATE 10/17/2023 Cave Creek, AZ 85331 TERMS Due on Receipt
ITEM AMOUNT BASE 2,000.00 Normal excavation, up to 400 sq. ft. EXTRA SQ FT 792.00 Over 400 sq. ft. (264 sq. ft.) SPA-ATTACHED 500.00 Up to 64 sq. ft. +18 DUMP FEES 0.00 All dirt stays EXTRA DEPTH 0.00 4'-5'-3'6" EXTRA SKIMMER 25.00 OTHER 84.00 Filler board 24 ln. ft. @ $3.50/ln. ft. HARD DIG 750.00 hours @ $250 per hour COMMENTS 0.00 Price includes 1 row of forms. Additional fees will apply to additional forms.
Please pay from invoice. No statement will be sent. We SUBTOTAL 4,151.00 accept cash, check, or ACH. If payment is not received upon completion, Imperial Excavating has the right to TAX 0.00 lien the property. Lien will be released upon final TOTAL 4,151.00 payment. Past-due accounts are subject to a 1.5% BALANCE DUE service charge per month (18% APR). The customer is $4,151.00 responsible for all reasonable collection and legal
ROC 202977, 270992, 270993 Property owner has the right to file a written complaint with the Arizona Registrar of Contractors for an alleged violation of section 32-1154, subsection A. Complaints must be made within the applicable time period as set forth in section 32-1155, subsection A. (602) 542-1525 azroc.gov RECEIVED 02/29/2024 ROC LEGAL expenses incurred in the collection of invoices. Any disputed charges on this invoice must be submitted in writing within 10 days of the invoice date.
ROC 202977, 270992, 270993 Property owner has the right to file a written complaint with the Arizona Registrar of Contractors for an alleged violation of section 32-1154, subsection A. Complaints must be made within the applicable time period as set forth in section 32-1155, subsection A. (602) 542-1525 azroc.gov RECEIVED 02/29/2024 ROC LEGAL
To:Jacob Schwartz <[email redacted]> Cc:Fatima Soteno;Justin Suhr;Josh Thorne Fri 2/23/2024 8:38 AM Hi Jake,
I don't understand why you are disputing the charges for the skimmers, filler board, hammer time, and extra square footage. We did undeniably dig two skimmers, installed linear feet of filler board, hammered rock (including bucket switching and wall scraping) for 3 hours, and the total square footage is, indeed, 664 square feet.
Although the original plans did not include the necessary details, we completed the work as per the contract and are confident that we have fulfilled our obligations. Had there been any issues with the excavation, we would have been more than happy to address them at the time.
I would also like to draw your attention to our invoice, which clearly states that any disputed charges must be reported in writing within ten days of the invoice date. As we did not receive any communication from you within this timeframe, we assumed that you were satisfied with the work carried out, and payment is now due.
If we do not receive payment in full within the next 24 hours, we will file a complaint with the ROC and file on your bond. In addition, we will be assessing finance charges.
I hope we can resolve this issue amicably.
Jennifer Suhr Business Manager 602-368-6475 ROC #202977, 270992, 270993 RECEIVED 02/29/2024 ROC LEGAL
From: Jacob Schwartz <[email redacted]> Sent: Friday, February 23, 2024 7:29 AM To: Jennifer Suhr <[email redacted]> Cc: Fatima Soteno <[email redacted]>; Justin Suhr <[email redacted]> Subject: RE: FINAL REQUEST FOR PAYMENT
Jennifer,
Saying the charges are justified does not make them justified. I laid out in detail why I was agreeing to the amount stated below in my email. I could go further if pushed on why aspects of the dig were not acceptable.
Regarding the plans, I went through these plans in exhaustion with Josh. The plans were also done by a pool engineer and approved by the county. The plans were fine. Further, Josh shared plans with me that he is used to working off of on other jobs. The plans we provided were equal to or better than the ones he shared.
Jake
From: Jennifer Suhr <[email redacted]> Sent: Thursday, February 22, 2024 12:41 PM To: Jacob Schwartz <[email redacted]> Cc: Fatima Soteno <[email redacted]>; Justin Suhr <[email redacted]> Subject: Re: FINAL REQUEST FOR PAYMENT
Jake,
We resent the invoice on February 20th after making some revisions. It seems that you believe we are overcharging you without justification, but I want to assure you that we are only trying to receive payment for the work that we completed. Unfortunately, the original drawings you provided were not suitable as a pool plan. Had you given us detailed and accurate plans, we could have given you a more accurate estimate. You said you have our price sheet, which shows a breakdown of our charges and costs. Justin has called and texted you multiple times to get this matter resolved and you haven't responded.
Please see below and if you still need clarification, call Justin at 602-647-0425.
Jennifer Suhr Business Manager 602-368-6475 ROC #202977, 270992, 270993 RECEIVED 02/29/2024 ROC LEGAL
From: Jacob Schwartz <[email redacted]> Sent: Thursday, February 22, 2024 11:38 AM To: Jennifer Suhr <[email redacted]> Cc: Fatima Soteno <[email redacted]>; Justin Suhr <[email redacted]> Subject: RE: FINAL REQUEST FOR PAYMENT
Hi Jennifer,
I have responded numerous times on this. I know your team continues to request payment for the invoice but I have outlined what I would pay on this and why. Here is a summary of that:
1. You are seeking additional money for added square footage. I am not sure where this is coming from as the size only shrunk if anything. An additional $324 that I cannot agree to pay. How many square feet is the pool? Initially, you informed Josh that the pool was 553 square feet with 20 square feet of steps, but it was actually much larger than that. Please review your plan and calculate the square footage again. Our base price covers up to 400 square feet, and any additional area costs $3 per square foot. You can refer to our price sheet to verify that. 2. You are seeking an extra $100 for increased depth. I am not sure where this is coming from as the depth did not change. Please review the revised invoice, where we have removed the extra depth charge. 3. You are seeking an extra $25 for an extra skimmer. The skimmer quantity did not change and matches what’s on the drawings. Our base price includes one skimmer. The original drawings you provided did not show any skimmers so they were not on your estimate. Again, please refer to our price sheet. 4. You are seeking an extra $84 for added filler board. Again, I cannot justify this as nothing changed on plans to what was done on site. Yes, the guys did have to come back to put more filler board on but only because it was incorrectly done the first time. My hunch here is that there is still some things wrong with this board at the spa area as well. You may refer to the estimate you signed, and you will see a line item that states, "Price includes 1 row of forms. Additional fees will apply to additional forms." Since your original drawings did not have any elevations, we could not determine how much filler board was required. As the pool builder, it is your responsibility to ensure that your plans are accurate and match the site conditions. We rely on precise plans and correct information to provide estimates. It's important to RECEIVED 02/29/2024 ROC LEGAL
understand that we are only the excavator, not the pool builder. Therefore, we cannot take any responsibility for any errors or discrepancies in the plans provided by you. 5. You are seeking an additional $750 for hard dig conditions. Based on my observations while the work was underway, I have the guys at 2 additional hours which also lines up with what Josh and I discussed over the phone. Based on this, I can see an additional cost here of $500. The hourly count includes switching out the bucket with the hammer and the extra trimming with the bucket that is necessary to create smooth rock walls.
Based on the above, I have previously offered to pay you $3,519 for the work completed (this is $500 more than our agreement). I believe this to be more than fair. What's fair is that you pay for the work that we did. We are not charging you for anything that we did not do. We dug a 664 square foot pool with extra depth, two skimmers, and installed 24 linear feet of filler board, and had three hours of hammer time, including the other things previously mentioned. Again, you may refer to our price sheet to verify our prices.
Jake
From: Jennifer Suhr <[email redacted]> Sent: Thursday, February 22, 2024 9:19 AM To: Jacob Schwartz <[email redacted]> Cc: Fatima Soteno <[email redacted]>; Justin Suhr <[email redacted]> Subject: FINAL REQUEST FOR PAYMENT
Jake,
We have made numerous attempts to collect payment from you, however, these efforts have not been successful. After a thorough review of your plans and our notes, Justin has updated your invoice to ensure its accuracy. We kindly remind you that your full payment is now due immediately.
We must inform you that if we do not receive the payment in full by February 23rd, we will be forced to take legal action and file a complaint with the ROC for non-payment. Furthermore, we will file a claim on your bond. We appreciate your attention to this matter and look forward to your prompt payment.
Jennifer Suhr Business Manager 602-368-6475 ROC #202977, 270992, 270993 RECEIVED 02/29/2024 ROC LEGAL
ReplyReply allForward 3/29/24, 3:49 PM State of Arizona Mail - RE: ROC Citation 2024-02481 - DO NOT REPLY
Legal New Mail - AZROC <[email redacted]>
RE: ROC Citation 2024-02481 - DO NOT REPLY message
Jacob Schwartz <[email redacted]> Fri, Mar 29, 2024 at 3:27 PM To: Legal New Mail - AZROC <[email redacted]> Cc: Katelyn Rolling <[email redacted]>
Hi
We are in receipt of the above ROC Citation. We would like to request a settlement conference on this with the ROC and Subcontractor. We are not disputing $1500 of the charges. But the balance of the invoice is in dispute.
Kind regards,
JAKE SCHWARTZ
DISTINCTIVE DEVELOPMENT
(c) 480.707.7573
(o) 480.900.7757
(f) 866.233.7860
www.distinctive.dev
AZ ROC #281691 | AZ ROC #329677
From: Katelyn Rolling <[email redacted]> Sent: Friday, March 15, 2024 8:19 AM Subject: ROC Citation 2024-02481 - DO NOT REPLY
https://mail.google.com/mail/b/AEoRXRRigVZyOg24bPg5zpV21_U8j0Kp7IPR8c698D9MdbBvKo0P/u/0/?ik=d3afebeda9&view=pt&search=all&permth… 1/2 3/29/24, 3:49 PM State of Arizona Mail - RE: ROC Citation 2024-02481 - DO NOT REPLY
Hello,
Attached, please find an electronic courtesy copy of the Citation issued in Complaint No. 2024-02481. This document was also sent to your attention via US Mail.
Please do not reply directly to this email. Any reply or response should be addressed to [email redacted].
Katelyn Rolling
Legal Assistant II
Arizona Registrar of Contractors
1700 W Washington St Ste 105
Phoenix, AZ 85007
(602) 542-1525
https://mail.google.com/mail/b/AEoRXRRigVZyOg24bPg5zpV21_U8j0Kp7IPR8c698D9MdbBvKo0P/u/0/?ik=d3afebeda9&view=pt&search=all&permth… 2/2 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