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Case No. CESD20240001058INSTR 6569037 OR 6378 PG 3170 RECORDED 7/10/2024 11:03 AM PAGES 5 LERK OF THE CIRCUIT COURT AND COMPTROLLER, COLLIER COUNTY FLORIDA .EC S44.00 CODE ENFORCEMENT - SPECIAL MAGISTRATE COLLIER COUNTY, FLORIDA BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA, Petitioner, VS. , Case No. CESD20240001058 "' CESD20240001061v OELU20240001051 —----eEPM20240001063 ----C--ESTVR20240000530 BUOYANCY LLC Respondent. _4 � ORDER Of THE'SPECIAL MAGISTRATE THIS CAUSE came before the S ial Magistrate for public hearing on June 7, 2024, and the Special Magistrate, having received evidenc anlw1drd argument respective to all appropriate matters, hereupon issues his Findings of Fact, Conclusio s of Law and Order of the Special Magistrate, as follows: �f { 1. Respondent, BUOYANCY LLC is the ownei''6i' 4 tfiperty located at 2225 23rd St SW, Naples, FL 34117, Folio 45960240004 (Subjc&,Pr.' -J O, 2. Respondent, Kristen Jasinski, the authorized representa�e of the Respondent, was duly notified of the date of hearing by certified mail and posting and was present at the hearing with attorney Joseph Gugino.: Evidentiary Matters 3. The Respondent objected to the evidence to be presented to the es. d upon the access granted to the Subject Property by an occupant of the Subject PropAErl` 4. An extensive hearing was held with testimony by Ms. Kristen JasinslO,- orized representative of the Respondent, Code Enforcement personnel, documentary and pictorial evidence by both parties, and argument and authorities presented by counsel for the Petitioner and the Respondent. 5. The evidence and testimony supported the conclusion that Ms. Lauren Haines, the complainant in these cases, was a legal occupant of the Subject Property on January 26, 2024, when the inspection occurred. 6. Op. Att'y Gen. Fla. 2002-27 cited by the Respondent provides in relevant part that "...a municipal code inspector is without authority to enter onto any private, commercial, or OR 6378 Pc 3171 residential property to assure compliance with or to enforce the various technical codes of the county or to conduct any administrative inspections or searches without the'consent of the owner or the operator or occupant of such premises,..." (Emphasis added by Special Magistrate). 7. As it was- etermined that Ms. Haines was a legal `occupant' of the Subject Property, the Attu ; G5neral Opinion and other authorities cited support the conclusion that evidence obtained0birioe inspection conducted by the Collier County Code Enforcement Officer Charle M i o was legally obtained and may, subject to other objections or exclusions raised by eit}t ,arty and sustained by the Special Magistrate, be admitted as evidence in these cases. Case No. CESD20240001058 S" J 8. The Petitioner pres Ili substantial competent evidence in the form of testimony and pictorial evidence th provedby a preponderance of the evidence that the real property of -the Respondent is in violatioi�6rth# Collier County Land Development Code 04-41, as amended, Sections 10.02.06(B)(1 xa),) 0,0106(B)(1)(e) and 10.02.06(B)(1)(e)(i) to wit an improved estates zoned property wit#r, %tuts. a changes to the primary structure including but not limited to the following: interlc'r ,ovations, deletion of walls, addition of walls, electrical modifications, plumbing modi(cations; addition of multiple HVAC units, deletion of wet bar/kitchen and steam rooms, without yoper permits. 9. The violation had not been abated as of06.,4te of the public hearing. Respondent presented testimony that no one is currently occbpying�the premises. Case No. CESD20240001061 10. The Petitioner presented substantial compet6l' ".y.i; ,� in the form of testimony and pictorial evidence that proved by a prepondera t ode evidence that the real property of the Respondent is in violation of the Collier County` elopment Code 04-41, as amended, Sections l 0.02.06(B)(1)(a), 10.02.06(B)(1)(e) and') .02 6(B)(1)(e)(i) to wit an improved Estates zoned property with a pump house in the rear erected without permits and including electrical and plumbing modifications. 11. The violation had not been abated as of the date of the pubtiZ,, Case No. CELU20240001051`'.;f; 12. The Petitioner presented substantial competent evidence in the form o temony and pictorial evidence that proved by a preponderance of the evidence that theseai property of the Respondent is in violation of the Collier County Land Development C6de 04-41, as amended, Sections 1.04.01(A) and 2.02.03 to wit an improved Estates zoned property conducting event hosting activities which is not permissible on this site. Respondent presented testimony that unpermitted events are not taking'place. Case No. CEPM20240001063 13. The Petitioner presented substantial competent evidence in the form of testimony and pictorial evidence that proved by a preponderance of the evidence that the real property of the Respondent is in violation of the Collier County Land Development Code 04-41, as amended, OR 6378 PG 3172 Sections 10.02.06(B)(1)(a) and 10.02.06(B)(1)(e)(i) and Florida Building Code, 8th Edition (2023) Chapter 4, Section 454.2.17.1 through 454.2.17.3 to wit an improved Estates zoned property with a pool cage not meeting Florida Building Code standards on site. Case No. CESTVR20240000530 14. Th6 jlttoionpr presented substantial competent evidence in the form of testimony and pictorial idence that proved by a preponderance of the evidence that the real property of the Respo depiviolation of the Collier County Land Development Code 04-41, as amended, Sections 2:2j.--and 5.02.03(J), and Collier County Code of Laws and Ordinances, Article X, Section $4i1),26-384(2) and 26-384(4) to wit an improved Estates zoned property being utilized shdrt term vacation rentals with multiple rooms being rented to multiple, unrelated partie' s at the, same time in a manner similar to a hotel which is not an allowable usage on site. Additi"a , the short-term rental(s) are being done without the required Collier County Regist.. i on/Approval, which includes, but is not limited to: Valid Florida D.B.P.R. Licensure, Collier County Business Tax Receipt, and an approved Short Term Rental Registration Form ORDER Based upon the foregoing Findings of'Fict Conclusions of Law, and pursuant to the authority granted in Chapter 162, Florida Statutes, and Colier County Ordinance No. 07-44, as amended, IT IS HEREBY ORDERED:+" Case No. CESD20240001058� A. Respondent is found guilty of violation of C01110u A� and Development Code 04-41, as amended, Sections 10.02.06(B)(1)(a), 10.02.06(BX Nf(cqR`',10.02.06(B)(1)(e)(i) to wit an improved estates zoned property with extensive changes t he primary structure including but not limited to the following: interior renovations, deletiA ofVialls, addition of walls, electrical modifications, plumbing modifications, addition of muttipleoftVAC units, deletion of wet bar/kitchen and steam rooms without proper permitting. B. Respondent is ordered to pay operational costs in the amount Slllt,,70 incurred in the prosecution of this case within thirty (30) calendar days from to of this hearing (July 7, 2024). C. Respondent must abate the violation by a. Obtaining all required Collier County Building Permit(s) orb o ltiori Permit, inspections, and Certificate of Completion/Occupancy for the unpermitted renovations of the primary structure including, but not limited to: deletion of walls, addition of walls, plumbing modifications, electrical modifications, and addition of multiple air conditioning units within 120 calendar days of the date of this hearing (October 5, 2024) or a fine of $250.00 per day will be imposed until the violation is abated. OR 6378 PG 3173 Case No. CESD20240001061 A. Respondent is found guilty of violation of Collier County Land Development Code 04-41, as amended, Sections 10.02.06(B)(1)(a), 10.02.06(Bxl)(e) and 10.02.06(B)(1)(exi) to wit an improved Estates zoned property with a pump house in the rear erected without permits and includin&.e,ilegtrical and plumbing modifications. B. Respont7#ht, ; rde�red to pay operational costs in the amount of $111.70 incurred in the prosecution 0�ii 4ase within thirty (30) calendar days from the date of this hearing (July 7, 2024). C. Respondent must.. ate the violation by obtaining all required Collier County Building Permit(s) , or Demolition Permit; ifl5ec ions, and Certificate of Completion/Occupancy for the unpermitted pump house and the une` �tted modification to the related plumbing within 120 days of this hearing (October 5, 2024 or a-fmc of $200 per day will be imposed until the violation is abated. :^ Case No. CELU2024000105 A. This matter is Dismissed. r Case No. CEPM20240001063 A. This matter is Continued for 56 days to tit�O 2, 2024, Special Magistrate hearing at which time Respondent will present a report confirtiat no health and safety violations are present. li. Case No. CESTVR20240000530 A. This matter is Continued to the July 12, 2024, Speciaf IW Wstrate hearing prior to which time Respondent and Petitioner will each present a legal m`o mg the legality and regulation of short-term rentals in Estates zoned properties. ``�' All Cases A. Respondent shall notify the Code Enforcement Investigator wit.'4 hours of abatement or compliance in order for the County to conduct a final inspection t6j4F'nfikm abatement. B. If Respondent fails to abate the violation and comply with this Orde?;'Eet�">o ier CountyCode Enforcement Department may abate the violation using any appropriates _. ` to bring the violation into compliance. If necessary, the County may request the services o .l he Collier County Sheriff's Office in order to access the property for abatement and enforce thpprovisions of this Order. All costs of abatement shall be assessed against the property owner and may become a lien on the property. *** OR 6378 PG 3174 *** DONE AND ORDERED this 7th day of June, 2024, at Naples, Collier County, Florida. I, crystal K'tGntel at witsln srid F,►CdnerCounty COLLIER COUNTY ODE ENFORCEMENT do heatnstroment is a true end carnet SPECIAL ),VIA ATE CLOY of jhe aawe Date - %� G Ilratfrickfi. Neale, Esq. Executed b Special Magistrate Patrick H. Neale on 2024. Filed with the Sprietary to the Special Magistrate on _Z2024 by PAYMENT OF FINES: Any fines bed to be paid pursuant to this order may be paid at the Collier County Code Enforcement Division,, 8 0-:b4orth Horseshoe Drive, Naples, FL 34104, phone # (239) 252- 2440 or w"w.collicrcountytl.g. kit a e of lien or confirmation of compliance or confirmation of the satisfaction of the obligations of this araar also be obtained at this location. APPEAL: Any aggrieved party may appealn within thirty (30) days of the execution of the O but shall be limited to appellate review of the rdc responsibility of the appealing party to obtain a ti Courts. Filing a Notice of Appeal will not autom of the Special Magistrate to the Circuit Court aled. An appeal shall not be a hearing de novo led within the original hearing. It is the A record of the hearing from the Clerk of �tay,the Special Magistrate's Order. I HEREBY CERTIFY that a true and correc MAGISTRATE, has been sent by U.S. Mail this BUOYANCY LLC, 2805 HORSESHOE DR S.171T 10, Code this QRDER OF THE SPECIAL 341 2024 to Respondent, INSTR 6720482 OR 6500 PG 1141 RECORDED 8/20/2025 11:12 AM PAGES 3 CRYSTAL K. KINZEL, CLERK OF THE CIRCUIT COURT AND COMPTROLLER, COLLIER COUNTY FLORIDA REC S27.00 CODE ENFORCEMENT - SPECIAL MAGISTRATE COLLIER COUNTY, FLORIDA BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA, Petitioner, vs. 1UOYANCY LLC Respondent. Case-Na. CESD20240001058 THIS CAUSE came before tiiFlbial Magistrate for public hearing upon the Petitioner's Motion for Imposition of Fines/Lier s,,f 'r: on,Aggnst 1, 2025, and the Special Magistrate, having heard argument respective to all appropriate ffi1ft reupon issues his Findings of Fact, Conclusions of Law and Order of the Special Magistrate, as FINDINGS OF FAST CONCLUSIONS OF LAW 1. Respondent, BUOYANCY LLC is tliea,.6 -of the property located at 2225 23rd St SW, Naples, FL 34117, Folio 45960240004 2. On June 7, 2024 owner was found guilty of Cof '; runty Land Development Code 04-41, as amended, Sections ] 0.02.06(B)(1)(a), ] 0. (e) and 10.02.06(B)(1)(e)(i), to wit an improved Estates zoned property with extensiviki iaiige'ko the primary structure including, but not limited to the following: interior renovatiAs:� etct;'on of walls, addition of walls, electrical modifications, plumbing modifications, additfa: ofmultiple I-IVAC units, deletion of wet bar/kitchen and steam rooms, without proper pertn-ts. ---- 3. An initial Order was entered by the Special Magistrate octl r• �;: espondent to abate the violation on or before October 5, 2024 (Order) or a fine oA4. r day would be assessed for any violation that continues thereafter until abatement is cofirm d>�The Order is recorded at Collier County Records, OR 6378 PG 3170. 4. T'he violation has not been abated as of the date of the public hearing. 5. Previously assessed operational costs of S111.70 have been paid. 6. Respondent was duly noticed for the public hearing regarding the County's Motion and Kristen Jasinski was present at the public hearing. Respondent presented testimony that they have been working toward abatement, including engaging consultants, scheduling meetings with County Officials, preparation of and submittal of plans for building permits, corrections requested by the County, etc. OR 6500 PG 1142 7. The evidence and testimony presented support a Continuance of this matter for the Respondent to continue with compliance efforts. 8. No Request for Re-liearing or Appeal pursuant to Ordinance 2007-44, as amended, has been tiled. ORDER Based itn regoing Findings of Fact and Conclusions of Law, and pursuant to the authority granted in Chapter�dtida Statutes, and Collier County Ordinance No. 07-44, as amended, IT IS HEREBY A. Respondent isntdd a Continuance for ninety-nine (99) calendar days (November 7, 2025) of this matter. B. Fines do not confin e t accrue. C. Operational costs for WiAy' • tearing in the amount of S111.90 must be paid within 30 calendar days (August 3<094,j)Rf the date of this hearing. D. If Respondent fails to abate thc vityl and comply with this Order, the Collier County Code Enforcement Depa0_,the violation using any appropriate method to bring.the violation into compliancef raec".§aty, the County may request the services of the Collier County Sheriffs Office in oac ss the property for abatement and enforce the provisions of this Order. All costs of aba 'r"t t-shall be assessed against the property owner and may become a lien on the property. DONE AND ORDERED this 1st day of August 2025, he'Na fAc%, Collier County, Florida. COLLIER COUCPQ]i.E ENFORCEMENT SPECIAL MAGIiTrJ; Patrick 11. Neale, Esq. Executed b � / !- Special Magistrate Patrick H. Neahe" , 2025. Filed with the Secretary to the Special Magistrate on,4Ff-"-1' 2025 by'lp+ PAYMENT OF FINES: Any fines ordered to be paid pursuant to this order maybe. `t the Collier County Code Enforcement Division, 2800 North Horseshoe Drive, Naples, FL 34I` 46 , phone # (239) 252- 2440 or %%v, %%.a,llicrcnrn1N tLgrn . Any release of lien or confirmation of compliance or confirmation of the satisfaction of the obligations of this order may also be obtained at this location. APPEAL: Any aggrieved party may appeal a final order of the Special Magistrate to the Circuit Court %i7thiji thirty (30) days of the execution of the Order appealed. An appeal shall not be a hearing de novo • ' bimilttill be limited to appellate review of the record created within the original hearing. It is the 1. Ci;lat K 16nm1, Clerk of CDurts in and for Cotter Canty -ado hes" cwbfy that the aha've instrument is a true and eweot f the original led i I ier County, Florida Dat a Deputy Cterk *** OR 6500 PG 1143 *** responsibility of the appealing party to obtain a transcribed record of the hearing from the Clerk of Courts. Filing a Notice of Appeal will not automatically stay the Special Magistrate's Order. CERTIFICATE, OF SERVICE I HEREBY CERTIFY that a true and correct copy of this ORDER OF THE SPECIAL MAGISTRATE, has been sent by U.S. Mail on this /� day of 2025 to Respondent, BUOYANCY LLC; 2 05 HORSESHOE DR S. UNIT 10, NAPLES, FL 34 04. Xli az;e ', - Code Enforcement Official +�..-yet T'C" CODE ENFORCEMENT- COLLIER COUNTY, FLORIDA Code Enforcement Board BOARD OF COUNTY COMMISSIONERS, COLLIER COUNTY, FLORIDA, Plaintiff, Vs. Kristen Jasinksi, and BUOYANCY, LLC, Respondent(s) CASE NO. CESD20240001058 NOTICE OF APPEARANCE AND DESIGNATION OF E-MAIL ADDRESSES ON BEHALF OF RESPONDENT(S), KRISTEN JASINSKI, AND BUOYANCY, LLC PLEASE TAKE NOTICE that the undersigned attorneys, Henry Paul Johnson, Esq. and Jeffrey D. Sam, Esq. and the Law Firm of Henry Johnson Law, hereby file this Notice of Appearance and Designation of Email Addresses on behalf of Respondent(s), Kristen Jasinski and Buoyancy, LLC, in the above -captioned Code Enforcement Case. Counsel hereby designates the following e-mail addresses: Primary E-mail: serviceahenryiohnsonlaw.com Secondary E-mail: hjohnson@,henaiohnsonlaw.com Secondary E-mail: ; s� amnhenryiohnsonlaw.com Accordingly, please provide the undersigned with all future notices, motions and other papers filed in this matter to the above designated e-mail addresses. HENRY JOHNSON LAW 6640 Willow Park Drive, Suite A Naples, Florida 34109 Telephone: (239) 591-0133 Facsimile: (239) 591-0787 Primary e-mail: Johnson(i0enryiohnsonlaw.com Secondary e-mail: isam@henry ohnsonlaw.com /s/ Hena Paul Johnson, Esq. HENRY PAUL JOHNSON, ESQ. Florida Bar No. 372242 /s/ Jew v D. Sam, Esq. JEFFREY D. SAM, ESQ. Florida Bar No. 42113 1 CODE ENFORCEMENT- COLLIER COUNTY, FLORIDA Code Enforcement Board BOARD OF COUNTY COMMISSIONERS, COLLIER COUNTY, FLORIDA, Plaintiff, Vs. BUOYANCY, LLC, Respondent(s) CASE NO. CESD20240001058 RESPONDENTS' MOTION FOR WAIVER OR, IN THE ALTERNATIVE, REDUCTION OF FINES The Respondent, Buoyancy, LLC, by and through its undersigned attorneys, hereby files its Motion For Waiver Or, In the Alternative, Reduction of Fines and relative thereto state the following: I . Respondent, BUOYANCY, LLC, is the owner of the property located at 2225 23d St SW, Naples, Florida 34117, Folio 4596024004. 2. On June 7, 2024, owner was found in violation of Collier County Land Development Code 04-41, as amended, Sections 10.02.06(B)(1)(a), 10.02.06(B)(1)(e)(i), to wit an improved Estates zoned property with claimed changes to the primary structure including the following: interior renovations, deletion of walls, addition of walls, electrical modifications, plumbing modifications, addition of multiple HVAC units, deletion of wet bar/kitchen and steam rooms, without proper permits. 3. An initial Order was entered by the Special Magistrate ordering Respondent to abate the violation on or before October 5, 2024 (Order) or a fine of $250.00 per day would be assessed for any violation that continues thereafter until abatement is confirmed. The Order is recorded at Collier County Records, OR BOOK 6378 PG 3170. 1 4. Since June 7, 2024, the Respondent has engaged in linear and extensive actions much of which were dependent upon actions by Collier County staff to abate the violation. 5. Specifically, that certain Order of this Honorable Magistrate ordered the respondent to abate the subject violation on or by October 5, 2024. 6. All actions taken by the Respondent have aggressively undertaken to abate the subjection violation. 7. It is anticipated that at the date and time of the hearing on this matter, the Respondent shall present substantial timeline based documentation in support of this motion. 8. At this juncture, the Respondent is in the process of finalizing all actions which require the cooperation of the Collier County staff to bring an ultimate abatement to the subject violation which is before your Honor. 9. It is noted that on August 1, 2025, a Special Magistrate Order found the following: `- "A. Respondent is granted a Continunace for ninety-nine (99) calendar days (November 7, 2025) of this matter. B. Fines do not continue to accrue. C. Operational costs for today's hearing in the amount of $111.90 must be paid within 30 calendar days (August 31, 2025) of the date of this hearing. D. If respondent fails to abate the violation and comply with this Order, the Collier County Code Enforcement Department may abate the violation using any appropriate method to bring the violation into compliance. If necessary, the County may request the services of the Collier County Sheriff's Office in order to access the property for abatement and enforce the provisions of this Order. All costs of abatement shall be assessed against the property owner and may become a lien on the property." (emphasis supplied) 10. It has been the goal of the Respondent to comply with applicable Codes and Ordinances for Collier County and has taken good faith and what Respondent contends are aggressive actions to accomplish same. 2 11. The Respondent submits that substantial costs and expenses has been or expected to be incurred incident to the ultimate goal of compliance Wherefore, the Respondent respectfully requests that no fines be ordered or, in the alternative, that a nominal fine be imposed given, inter alia, all efforts by the Respondent to aggressively comply with applicable Codes and Ordinances of Collier County. DATED this 26th of December, 2025. 3 HENRY JOHNSON LAW 6640 Willow Park Drive, Suite A Naples, Florida 34109 Telephone: (239) 591-0133 Facsimile: (239) 591-0787 service@henryiohnsonlaw.com hiohnson@henryjohnsonlaw.com jsam(&henryjohnsonlaw.com /s/ Henry Paul Johnson, Esq. HENRY PAUL JOHNSON, ESQ. Florida Bar No. 372242 JEFFREY D. SAM, ESQ. Florida Bar No. 42113 BUOYANCY, LLC COLLIER COUNTY CODE ENFORCEMENT TIMELINE CODE ENFORCEMENT CASE CESD20240001058 Index Date Descriptor of Event 1. February 26, Notice of Violation (CESD20240001058) 2024 2. May 21, 2024 Case scheduled before Special Magistrate for Collier County Code Enforcement 3. June 7, 2024 Case Hearin 4. June 8, 2024 Email from Cronin Engineering about protocol relating to as built drawings, submitting permit, building department inspections, and receiving engineering letter of approval 5. June 8, 2024 Email from Client to Cronin Engineering further detailing the scope of work required to satisfy the required ermittin 6. June 8, 2024 Email from Client to Cronin Engineering outlining efforts to understand which specific permit is required to satisfy claimed Code Violation 7. July 11, 2024 Email from Client to Robert Moore and Myron Jacobs of Collier County explaining how Client's engineer details the complexity of the case and requesting a meeting to review documents 8. July 12, 2024 Further hearing before Special Magistrate in which stipulation is entered 9. July 12, 2024 Email from Client to Cronin Engineering explaining that Robert Moore and Myron Jacobs of Collier County declined to meet and regarding moving forwards with permit application 10. July 19, 2024 Email from Client to Architect, Brian Palkovic, and Cronin Engineering confirming the necessity for demolition plans, existing floor plans, and as built Tans 11. October 4, 2024 Client receives sealed plans from Cronin Engineering for After the Fact -Permit 12. October 9, 2024 Hurricane Milton hits Southwest Florida and Client unable to do work onsite due to recovery efforts from Hurricane Milton INDEX - PAGE - 001 13. October 13, Collier County Code Enforcement Representatives 2024 Bradley Holmes and Charles Nlarinos received sealed plans from Cronin Engineering for After the Fact - Permit on October 4, 2024 14. October 14, Notice of Commencement- After the Fact Permit 2024 Application for changes for interior demolition of the well house, construct well house and electric service 15. October 14, After the fact permit application (includes variances 2024 to original construction 16. October 14, Family Home Permit Reference #PRFH20241041232 2024 applied for with Jeld-Wen Windows & Doors 17. October 16, Collier County Government Initial Incomplete Notice 2024 Richard Vazquez, Reviewer 18. October 17, Further Collier County Incomplete Notice 2024 Richard Vazquez, Reviewer 19. October 26, Letter from Client to Richard Vazquez with details on 2024 approval for permit applications to build accessory structure and to demolish old well house and Product Index Sheet was re -uploaded 20. October 28, Incomplete Initial Submittal Notice 2024 21. October 28, Collier County Payment Slip- Permits Structural 2024 Application Fee for $50.00 for Structural- Application Fee 22. October 29, Affidavit of Non -Compliance- "Permits not 2024 finalized"- Violation remains 23. November 20, Collier County Outstanding Corrections Report 2024 indicating that scope of work is unclear by Toby Hartwell 24. November 20, Email from Client to Collier County Representative 2024 Toby Hartwell requesting in-depth breakdown of Scope of Work clarity and detailing how Scope of Work is detailed already. 25. November 20, Email from Client to Cronin Engineering and Naples 2024 Architect, Brian Palkovic, relating to request for explanation on scope of work, and request to update room numbers for permit 26. November 21, Email from Cronin Engineering relating to getting 2024 plans esealed and necessity to discuss scope of work INDEX - PAGE - 002 L 27. December 6, Email from Client to Robert Moore (Collier County 2024 Representative) requesting face to face meeting to explain clarity on revisions to plans and making the scope of work more evident 28. December 6, Multiple Client visits with the review department, 2024- January voicemails left to discuss "unclear scope of work" 31, 2025 from November 20, 2025 Collier County Outstanding Corrections Report 29. December 23, Email chain between Architect, Brian Palkovic, and 2024 Kristen Jasinski relating to general confusion on "more specific scope of work" and attempting to schedule a meeting 30. January 31, 2025 Email chain with Client, Cronin Engineering, and Robert Moore (Collier County Representative) attempting to schedule meeting (second attempt from December 6, 2024) with a special thanks to Charles Marinos for setting up the meeting and requesting engineering team to be involved in any meeting 31. January 3 1, 2025 Email from Cronin Engineering confirming attendance at 02/05/2025 meeting 32. January 31, 2025 Email to Cronin Engineering relating to attempting to get more answers from Collier County to attempt to understand what direction is needed to go in to satisfy the permit 33. February 3, 2025 Confirmation of Robert Moore (Collier County) requesting reservation of conference room for 02/05/25 meeting. 34. February 4, 2025 Email from Client to Robert Moore (Collier County) requesting confirmation of 02/05/2025 meeting 35. February 5, 2025 Email from Client to Architect, Brian Palkovic, about meeting on 02/05/2025 to get clarity on scope of work for plans 36. February 5, 2025 Meeting with Robert Moore and Byron Jacobs Collier County) 37. February 20, Email chain between Client and Brian Palkovic 2025 requesting drawings for certain sections along with County's request to change certain wall sections of the unit. INDEX - PAGE - 003 N%-. 3 8. February 20, Multiple verbal and written communication between 2025 to April 21, Client and Brian Palkovic relating to drawings and, in 2025 turn, multiple communications with Cronin Engineering relating to updated drawings "including emails, text messages, and meetings" 39. April 21, 2025 Email from Client to Collier County Representative Robert Moore advising that revised plans have been uploaded and hoping that the drawings will be to his satisfaction 40. A ril 22, 2025 Incomplete Resubmittal Notice 41. April 24, 2025 Waiver of Review Time Limits & Florida Statute 553.792 1 42. April 24, 2025 Formal letter from Client to Collier County Building Department explaining how the revised April 21, 2025 plans address issues defined in the Outstanding Corrections notice dated November 10, 2024 43. May 21, 2025 Email from Client to Robert Moore (Collier County) requesting who is reviewing plans... Client uploaded documents on April 24, 202025 and there has been no response 44. May 22, 2025 Outstanding Corrections Requested by Collier County Representative Toby Hartwell and Ronald Mongillo (requesting roduct approvals) 45. May 22, 2025 Product Approvals for: Santa Fe Tile Corporation Roofing Felt and underlayment, Roofnado Roof Underlayment, Premium Atlantic Vinyl, Jeld-Wen Windows & Doors 46. May 23, 2025 Email from Client to Cronin Engineering relating to finally receiving a review back from the County and requesting review and advice on comments 47. May 23, 2025 Forwarding Outstanding Corrections Letter to Cronin Engineering to make minor modification to electrical work along with confirmation that Cronin Engineering is out of town. 48. May 27, 2025 Jasinksi Builders, LLC letter to Toby Hartwell Collier County) 49. June 10, 2025 Email from Ronald Mongillo (Plans Reviewer) to Client explaining revised plan upload. and approval of his review. INDEX - PAGE - 004 50. June 24, 2025 Customer Payment Slip for $4,275.63 for: o Second and Subsequent Plan Corrections o Second and Subsequent Plan Corrections o Second and Subsequent Plan Corrections o Second and Subsequent Plan Corrections o Zoning Review - Additional Reviews o Inspection Fee o Zoning Review o FEMA- Review Fee o Electrical Alteration - Review Fee o Plumbing Alteration - Review Fee o Structural Alteration - Review Fee o BCAI o DBPR Surcharge o After the Fact Permit Fee 51. June 25, 2025 Customer Payment Slip for $4,163.13 for: o Second and Subsequent Plan Corrections o Second and Subsequent Plan Corrections o Second and Subsequent Plan Corrections o Second and Subsequent Plan Corrections o Zoning Review - Additional Reviews o Inspection Fee o Zoning Review o FEMA- Review Fee o Electrical Alteration - Review Fee o Plumbing Alteration - Review Fee o Structural Alteration - Review Fee o BCAI o DBPR Surcharge After the Fact Permit Fee 52. June 25, 2025 Email from Client to Robert Moore (Collier County) relating to satisfaction of progress on permit and wanting to schedule another meeting to schedule various inspections 53. July 17, 2025 Receipt of Payment (for June 25, 2025, Customer Payment Slip) 54. July 26, 2025 Email from Client to Diana Perryman (Collier County Representative) describing struggle to find plumber to help with permit since no plumbing work is being__ INDEX - PAGE - 005 completed and requesting advise on and how to prepare the property for rough plumbing inspections. 55. July 28, 2025 Email from Client to Robert Moore and Myron Jacobs (Collier County) asking if plumbing subcontractor is necessary when, in fact, the plumbing work on the permit is all after the fact and if someone can direct her to how she should prepare the house for plumbing inspection 56. July 29, 2025 Email from Paul Philabaum (Plumbing Chief and Deputy Building Official) requesting Client to meet with Miranda Parades 57. July 29, 2025 Email from Client to Miranda Parades (Collier County); Client contact at the request of the Plumbing Chief and Deputy Building Official to request a meeting 58. July 29, 2025 Email Client to Miranda Parades (Collier County) confirming meeting for July 31, 2025, 1:00 p.m. 59. July 31, 2025 Email from Client to Justin Spring (LB Engineering) appreciating opportunity to speak and willingness to help with the after -the -fact permit and the electrical service upgrades 60. July 31, 2025 Email from Fred Clum (Collier County) to Client explaining that he is out of the office but gave other contact information 61. AUGUST 1, EXTENSIVE EMAIL FROM CLIENT TO 2025 BRADLEY HOLMES AND BRIAN OWENS OUTLINING THE EXTENSIVE STRUGGLES AND BOTTLENECKS TO GET THE AFTER - THE -FACT PERMIT ISSUED AND THE DELAYS THAT ARE THE FAULT OF THE COUNTY NOT THE CLIENT'S. 62, August 1, 2025 After the Fact Permit Issued with approval for construction documents, building plan review and inspection with permit subcontractor affirmations of Golden Gate electric (request for new subcontractor), Appletree Plumbing Services, Inc., Ui Electric Limited Liability Company 63. August 1, 2025 Original date for hearing and imposition of fines/liens INDEX - PAGE - 006 64. August 4, 2025 Email from Client to Justin Spring (LB Engineering)- - Robert Moore and/or Myron Jacobs will want to meet in order to feel comfortable with LB Engineering doing inspections 65. August 4, 2025 Email from Denny Sprenkels (LB Engineering) - Willing to host Robert Moore and/or Myron Jacon at LB Engineering Fort Myers Office 66. August 6, 2025 Email from Justin Spring (LB Engineering) relating to providing licensing and insurance details for After - the -Fact Permit work. 67. August 6, 2025 Email from Client to Justin Spring (LB Engineering) asking for certificate of insurance and the qualifier who will be working with the project and showing concerns with Officials at Collier County, 68. August 7, 2025 Email from Client to Miranda Parades confirming that LB Engineering will be doing inspection and en meering affidavits 69. August 8, 2025 Email from Client to Eric Liddle (LB Engineering) confirming that Collier County is only doing in person meetings and requesting what time is best for him for a meeting 70. August 18, 2025 Shipping report of electrical panel (5 week estimated delivery time 71. August 26, 2025 Email between Client and Bradley Holmes comparing other structures on properties in vicinity of claimed violation address and consenting to Mr. Holmes enterin& Buoyancy, LLC's property. 72. September 8, Email pertaining to first back order of electrical panel 2025 73. September 26, LB Structural Engineering (151, 152, 153- Shearwall 2025 Nailing, Water Barrier and Stucco Lath) (Passed on October 22, 2025 74. September 26, LB Structural Engineering- Impact Glass Inspection 2025 with Elevation Certificate 75. September 26, LB Structural Engineering- Rough Plumbing 2025 Inspection Report (Reviewed and passed on October 22, 2025 by County Staff) 76. September 26, LB Structural Engineering- Insulation (Passed on 2025 October 22, 2025 INDEX - PAGE - 007 77. September 26, LB Structural Engineering- Fill Cells (Passed on 2025 October 22, 2025 78. September 26, LB Structural Engineering- Rough Telephone (Passed 2025 on October 22, 2025 79. September 26, LB Structural Engineering- Rough Electric (Passed 2025 on October 22, 2025 80. September 26, LB Structural Engineering- Interior Slab Infill 2025 Passed on October 22, 2025 81. September 26, LB Structural Engineering- Underground Plumbing 2025 Passed on October 22, 2025 82. September 26, LB Structural Engineering -Impact Glass (Passed on 2025 October 22, 2025 83. September 26, LB Structural Engineering- Rough Air Conditioning 2025(Passed on October 22, 2025 84, September 26, LB Structural Engineering- Residential Framing 2025 Passed on October 22, 2025 85. September 26, LB Structural Engineering- Sheathing (Passed on 2025 October 22, 2025 86. October 8, 2025 Incomplete Condition Notice- "Licensee needs to sign original copy and Licensee but use wet seal or digital seal" 87. October 10, Incomplete Condition Notice- Affidavit Letter to be 2025 digitally signed by Engineer 88. October 17, LB Engineering Inspections passed on permit outline 2025 89. October 22, After rough inspection were completed and reviewed 2025 by County Staff, Client schedules all final inspections. 90. October 27, County Staff conducts final inspections and 2025 approves all final inspections besides electrical which required minor changes 91. October 27, Email from Client to Myron Jacobs (Collier County 2025 Chief Building Inspector)- attempting to contact inspections with Collier County and over ten days without response via email and voicemails 92. October 30, Email from Client to Bradley Holmes requesting an 2025 extension from the Magistrate as "tremendous work" has been done to the property but a key electrical INDEX - PAGE - 008 component which is required by the permit is still on order. 93. October 31, Email chain between Bradley Holmes and Client 2025 relating to request for extension of time because electrical service upgrade is still in process 94. November 3, Incomplete Condition Notice- Need owner/agent 2025 section to be executed 95. November 4, Email from Client to Collier County Representative 2025 (Miranda Paredes) expressing frustration attempting to resolve inspection issues. Passed inspections not updating on the permit 96. November 6, Email from Client to Bradley Holmes attaching files 2025 that Client would like to share with the Magistrate with respect to lowering fees. 97. November 7, 99-day continuance granted on August 18, 2025 2025 98. November 20, Partial Pass of Electrical Inspection pending 2025 completion of service change 99. December 1, Email from Client to Bradley Holmes and Jeffrey 2025 Letoumeau (Collier County) relating to pump house permit as closed and requested Special Magistrate to reduce fines along with final inspection is pending for After the Fact Permit for electrical and describes unfortunate delays. 100 December 2, Email from Client to Bradley Holmes and Jeffrey 2025 Letourneau relating to frustration of lack of prompt hearing scheduling besides attempted requests and highlighting the continued efforts to close out permits 101 December 2, Email from Client to Myron Jacobs and Bradley 2025 Holmes explaining that the permit is almost done with all inspections and formal request for 172 Remodel Res Building Final inspection 102 December 3, Email from Myron Jacobs to Client denying request 2025 as all other inspections must be completed before hand 103 December 19, Email from Client forwarding email chain relating to 2025 the electrical panel on back order yet again (product originally ordered early August 2025 after permit is issued INDEX - PAGE - 009 104 December 28, Email from Client to Golden Gate Electric requesting 2025 status of schedule of work as components have shipped. 105 December 29, Email from Client to Golden Gate Electric requesting 2025 status on electrical parts 106 December 30, Fee Summary and Documents related to same. 2025 107 January 2, 2026 Email from Client to Golden Gate Electric requesting status on electrical parts 108 January 5, 2026 Electrical supplier confirms components for service upgrade are in Fort Myers, Florida with freight company. Expects delivery within a few days. 109 Affidavit of LB Engineering 110 CELU20240001051 Violation Letters & Abatement Confirmation from Special Magistrate Order 111 CEPM20240001063 Violation Letter and compliant as of July 4, 2024 112 CESTVR20240000530 Violation Letter and compliant as of July 30, 2024 113 CEVR20240001060 Violation Letter and as of March 3, 2024, no violation was found and case was closed INDEX - PAGE - 010 Case Number: CESD20240001058 Date: February 26, 2024 Investigator: Charles Marinos Phone: 2392806960 COWER COUNTY CODE ENFORCEMENT NOTICE OF VIOLATION Owner: BUOYANCY LLC 2805 HORSESHOE DR S UNIT 10 NAPLES, FL 34104 Registered Agent: KIKU HOLDINGS, LLC 2805 HORSESHOE DR S STE 10 Naples, FL 34104 Location: 2225 23rd ST SW, Naples _ Unincorporated Collier County Zoning Dist: E Property Legal Description: GOLDEN GATE EST UNIT 195 TR 5 LESS THE FOLLOWING: BEG AT NE CNR OF T115, RUN S0009'19 W FOR 150.00 FT; N89o40'50"W FOR Folio: 45980240004 NOTICE Pursuant to Collier County Consolidated Code Enforcement Regulations, Collier County Code of Laws and Ordinances, Chapter 2, Article IX, you are notified that a violation(s) of the following Collier County Ordinance(s) and or PUD Regulation(s) exists at the above -described location. Ordinance/Code: Building and Land Alteration Permits. (Permits, Inspections, Certificate of Occupancy Required) Collier County Land Development Code 04-41, as amended, Section 10.02.06(8)(1)(a) The County Manager or his designee shall be responsible for determining whether applications for building or land alteration permits, as required by the Collier County Building code or this Code are in accord with the requirements of this Code, and no building or land alteration permit shall be issued without written approval that plans submitted contorm to applicable zoning regulations, and other land development regulations. For purposes of this section a land alteration permit shall mean any written authorization to alter land and for which a building permit may not be required. Examples include but are not limited to clearing and excavation permits, site development plan approvals, agricultural clearing permits, and blasting permits. No building or structure shall be erected, moved, added to, altered, utilized or allowed to exist and/or no land alteration shall be permitted without first obtaining the authorization of the required permit(s), inspections and certificates) of occupancy as required by the Collier County Building Code or this Code. Submittal Requirements for Permits. Building or Land Alteration Permits. Improvement of property prohibited prior to issuance of building permit. Collier County Land Development Code 04.41 as amended, Section 10.02.06(B)(1)(e)(i) Must obtain all required inspections and certificate of occupancy/completion within 60 days of permit issuance. Submittal Requirements for Permits. Building or Land Alteration Permits. Improvement of property prohibited prior to issuance of building permit. Collier County Land Development Code 04.41 as amended, Section 10.02.06(B)(1)(e) Improvement of property prohibited prior to issuance of building permit. No site work, removal of protected vegetation, grading, improvement of property or construction of any type may be commenced prior to the issuance of a building permit where the development proposed requires a building permit under this Land development Code or other applicable county regulations. Violation Status - Initial EXHIBIT - 001 - PAGE - 001 Case Number: CESD20240001068 Date: February 26, 2024 Investigator: Charles Marinos Phone:2392806960 DESCRIPTION OF CONDITIONS CONSTITUTING THE VIOLATION(S). Did Witness: An Improved estates zoned property with extensive changes to the primary structure including but not limited to the following: Interior renovations, deletion of walls, addition of walls, electrical modifications, plumbing modifications, addition of multiple HVAC units, deletion of wet bar / kitchen and steam rooms. ORDER TO CORRECT VIOLATION($): You are directed by this Notice to take the following corrective action(s): 1. Must obtain all required Collier County Building Permit(s) or Demolition permit(s) and request all inspections through Certificate of Completion/Occupancy for described structure/ alteration. 2. Must be -in compliance with all Collier County Codes and Ordinances. Apply for and obtain all permits required for described structurelimprovements: OR remove said structurermprovements, Including materials from property and restore to a permitted state AND / OR Must cease all improvement activities until such time that any and all required permits are obtained from Community Development and Environmental Services. ON OR BEFORE: 03/27/2024 Failure to correct violations may result In: 1) Mandatory notice to appear or issuance of a citation that may result in fines up to $500 and costs of prosecution. OR 2) Code Enforcement Board review that may result in tines up to $1000 per day per violation, as long as the violation remains, and costs of prosecution. SERVED BY: INQUIRIES AND COMMENTS SHOULD BE DIRECTED TO CODE ENFORCEMENT &W4 ?d 2800 North Horseshoe Dr, Naples, FL 34104 Investigator Signature Phone: 239 252-2440 FAX: 239 252-2343 Charles Marinos Case Number: CESD20240001058 Signature and Title of Recipient Printed Name of Recipient Date 'This violation may require additional compliance and approval from other departments which may be required under local, state and federal regulations, Including, but not limited to: right-of-way permit, building permit, demolition of structure, Site Development Plan, Insubstantial Change to Site Development Plan, and Variances along with, payment of Impact fees, and any new or outstanding fees required for approval. EXHIBIT - 001 - PAGE - 002 Code Cass: Details Execution Date 12/8/2025 3:34:28 PM Desc Assigned Required Completed Outcome Comments CE Staff Review Donna.Gentsc 3/11/2024 3/11/2024 Complete Green card NOV to Owner received 3/8/24 h 7022 3330 0000 8410 7565 Not Applicable BrianOwen 3/25/2024 10/6/2025 Not Required Re -Inspection Charles.Marin 3/28/2024 3/29/2024 Non- In the course of contact with Mr. Joseph A. os Compliant Gugino (Joseph.Gugino@daviesduke.com, 239.405.8033), attorney for the respondent, he has requested some additional time to form a cohesive and effective plan to abate the violations on site. Mr Gugino has made regular and clear contact while beginning the process of acquiring the permits required, I agreed accommodate this request and thanked Mr Gugino for his continued efforts. No new permits at this time, will continue to monitor for permit application and issuance. Standing by. MarinosCharles 03/29/2024 11:31 AM Re -Inspection Charles.Marin 5/2/2024 5/2/2024 Non- Standing by for county attorney's office notice. os Compliant MarinosCharles 05/02/2024 9:42 AM Re -Inspection Charles.Marin 5/16/2024 5/16/2024 Escalate to Violation remains, as per supervisor os Legal instructions, preparing hearing packet for submittal. MarinosCharles 05/16/2024 1:14 PM 4ssign Hearing Type Charles.Marin 5/16/2024 5/16/2024 Special os Magistrate Hearing CE Supervisor Review (SM) BradleyHolme 5/17/2024 5/21/2024 Complete Please see attached hearing packet for s review and submittal. CM88 CE Legal Review IetourneauJ 5/21/2024 5/21/2024 Schedule I reviewed the packet and gave it to the for SM/CEB Hearing Team. JL#34 Schedule Case for Hearing Ashley.Eoff 5/21/2024 5/21/2024 Complete Case scheduled for June 7, 2024 OSM Hearing .AE Generate Hearing Notice (CE) Ashley.Eoff 5/21/2024 5/21/2024 Complete CE Mailing Ashley.Eoff 5/21/2024 5/22/2024 Complete NOH for the June 7, 2024 OSM Hearing mailed reg. and evidence packet mailed cert. .AE Hearing Notice Service/Posting Charles.Marin 5/22/2024 5/23/2024 Complete Last day to post May 23, 2024 .AE os Property posted on 22May2024 at 1441. CM88 CE Staff Review Ashley.Eoff 5/23/2024 5/23/2024 Complete AOM ACID NOH attached .AE Affidavit of Service/Posting Charles.Marin 5/23/2024 5/23/2024 Complete os CE Staff Review Ashley.Eoff 5/23/2024 5/23/2024 Complete Please scan and notorize signed AOP. CM88 Pre Hearing Inspection BradleyHolme 6/6/2024 6/6/2024 Complete 6-6-2024 Violation remains - no permits on s file to the interior alteration/renovation work. BH91 Business Management & Budget Office EXHIBIT - 002 - PAGE - 001 CODE ENFORCEMENT - COLLIER COUNTY, FLORIDA Office of the Special Magistrate BOARD OF COUNTY COMMISSIONERS, COLLIER COUNTY, FLORIDA, Plaintiff, vs BUOYANCY LLC, Respondent(s) NOTICE OF HEARING Case: CESD20240001058 PLEASE TAKE NOTICE that Pursuant to Section 162.06 and 162.12, Florida Statutes, and Collier County Ordinance No. 07-44, as amended, you are hereby ordered to appear at a public hearing before the Office of the Special Magistrate on the following date, time, and place for the violation below: DATE: 06/07/2024 TIME: 09:00 AM PLACE: 3299 Tamiami Trail East Building F, Naples, FL 34112 VIOLATION: Building Permit LDC 10.02.06(B)(1)(a), 10.02.06(B)(1)(e) and 10.02.06(B)(1)(e)(i) LOCATION OF VIOLATION: 2225 23rd ST SW, Naples, FL 34117 SERVED: BUOYANCY LLC, Respondent Charles Marinos, Issuing Officer RESPONDENTS ARE REQUIRED TO APPEAR AT 8:30 AM FOR A PRE -HEARING CONFERENCE HEARINGS TO BEGIN AT 9:00 AM PLEASE TAKE FURTHER NOTICE that the alleged violator may produce any and all documents, witnesses and/or evidence to be relied upon for the testimony given at the hearing. Documents will consist of the original and three copies. Alleged violators have the right to be represented by an attorney. PLEASE TAKE FURTHER NOTICE that Requests for Continuances will not be considered if not received by the Secretary to the Office of the Special Magistrate at least five (5) business days prior to the date set for the hearing. IT IS FURTHER ADVISED that Ordinance No. 07-44, as amended, be reviewed prior to your attendance at the hearing to include emphasis on Section Eight relating to the appeal process. Ashley Eoff COLLIER COUNTY CODE ENFORCEMENT 2800 North Horseshoe Drive Naples, Florida 34104 (239) 252-2496 Telephone Anyone who requires an auxiliary aid or service for effective communication, or other reasonable accommodations to participate in this proceeding, should contact the Collier County Facilities Management Division, located at 3335 Tamiami Trail E., Suite 101, Naples, Florida 34112, or (239) 252- 8380, as soon as possible, but no later than 48 hours before the scheduled event. Such reasonable accommodations will be provided at no cost to the individual. NOTIFICACION: Esta audiencia sera conducida en el idioma Ingles. Servicios the traduccion no seran disponibles en la audiencia y usted sera responsable de proveer su propio traductor, para un mejor entendimiento con las comunicaciones de este evento. Por favor traiga su propio traductor. AVETISMAN: Tout odisyon yo f6t an angl6. Nou pan gin moun you fe tradiksyon. Si ou pa pald angle tanpri vini av8k you intepr6t you pal6 you-ou. EXHIBIT - 003 - PAGE - 001 1TC;It>il Kristen Jasinski <kristen@naplesfloridavacationhomes.com> Allm RE: 2225 23rd Street SW 1 message Derek Cronin <DCronin@croninengineering.com> To: Kristen Jasinski <kristen@naplesflo rid avacationhomes. com> Kristen Lets doAsbuilt drawings and submit permit Building department will inspect when permit issued. Anything they cant inspect they will ask Engineer letter of approval They get pissed if I do a PBA upfront Derek P. Cronin, P.E. N&CRONIN E N G I N E E R I N G 6627 Willow Park Drive #201 Naples, FL 34109 Tel 239-593-2157 From: Kristen Jasinski <kristen@naplesfloridavacationhomes.com> Sent: Saturday, June 8, 2024 10:20 AM To: Derek Cronin <DCronin@croninengineering.com> Subject: 2225 23rd Street SW Derek, Sat, Jun 8, 2024 at 3:04 PM Thanks for calling me back Friday afternoon with the names of Myron Jacobs & Robert Moore - the individuals who need to approve the Permit by Affidavit process up front. When you called back I had just spent all day in front of the Code Enforcement Magistrate. I basically was given have 120 days to get the permits applied for and inspections. EXHIBIT - 004 - PAGE - 001 >pAOAIGA Kristen Jasinski <kristen@naplesfioridavacationhomes.com> Re: 2225 23rd Street SW 1 message Kristen Jasinski <kristen@naplesfloridavacationhomes.com> Sat, Jun 8, 2024 at 3:18 PM To: Derek Cronin <dcronin@croninengineering.com> Thanks for the guidance Derek. Will your firm prep the plans with all necessary comments and stamp? My draftsman is working on current As -Is plans Do you know Bob Fultz @ ResCalcs? A couple of years back I had him do Electrical load calcs based on current conditions plus to add on more garages. He figured we need 800A and we only have 550A. They'll probably also want energy valves as well. Also need to move well house. Probably will have to address whether there is sufficient septic and drain tile. There was work permitted on one side in 2021. Should I can that company to review to make sure sizing is sufficient for bedroom count? Best Regards, Kristen Jasinski Real Estate Broker & Vacation Rental Manager Naples F I o i d a VACA°17O1V HOW. �— Naples Florida Vacation Homes, LLC 2805 Horseshoe Drive S #10 Naples, FL 34104 239-676-0088 Main 847-902-9133 Cell Kristen@NaplesFloridaVacationHomes.com Book your vacation rental direct @ Nap lesFloridaVacationHomes. com On Sat, Jun 8, 2024 at 3:05 PM Derek Cronin <DCronin@croninengineering.com> wrote: Kristen Lets do Asbuilt drawings and submit permit Building department will inspect when permit issued. Anything they cant inspect they will ask Engineer letter of approval N_ They get pissed if I do a PBA upfront EXHIBIT - 005 - PAGE - 001 Derek P. Cronin, P.E. - 1WCRONIN L E N G I N E E R I N G 6627 Willow Park Drive #201 Naples, FL 34109 Tel 239-593-2157 From: Kristen Jasinski<kristen@naplestloridavacationhomes. com> Sent: Saturday, June 8, 2024 10:20 AM To: Derek Cronin <DCronin@croninengineering.com> Subject: 2225 23rd Street SW Derek, Thanks for calling me back Friday afternoon with the names of Myron Jacobs & Robert Moore - the individuals who need to approve the Permit by Affidavit process up front. When you called back I had just spent all day in front of the Code Enforcement Magistrate. I basically was given have 120 days to get the permits applied for and inspections. After the hearing Bradley Holmes, Code Enforcement Supervisor suggested I work with GMD Client Services. I went there immediately after the hearing to get the ball rolling and resolve a few minor issues which I could. Renauld Paul was insistent the Permit by Affidavit would only be approved in the cases where the current owner never made any improvements. He was insistent that the other avenue would be by applying for a regular building permit. I have reviewed the permitted plans from when the house was constructed between 1998 and 2000 and also dug up some old photos of the house from when we purchased the house and old MLS photos. I can make a substantial argument that the house was never built according to plans and that many variances existed from the original construction. Do you think it's worth pressing them for permit by affidavit when maybe we can accomplish the same task by using a private provider for inspections. As an engineer I believe you are qualified as a private provider. Is that correct. I could always deed the house to another entity and then make application based upon the new owner as a creative get around. Thoughts? Best Regards, Kristen Jasinski Real Estate Broker & Vacation Rental Manager EXHIBIT - 006 - PAGE - 001 Kristen Jasinski <kristen@naplesfioridavacationhomes.com> ,— o . 2225 23rd Street SW - After -the -Fact Permit 1 message Kristen Jasinski <kristen@ nap lesfloridavacationhomes. com> Thu, Jul 11, 2024 at 5:13 PM To: Robert Moore <Robert.Moore@colliercountyfl.gov>, Myron Jacobs<myron.jacobs@colliercountyfl.gov>, fred.clum@colliercountyfl.gov Cc: Derek Cronin<dcronin@croninengineering.com>, Joe Proctor <jproctor@croninengineering.com> Robert & Myron, The above referenced property has been cited for code violations. There are many variations between the present conditions of the house as it stands today and the only plans which have ever been submitted to the county for permitting dating back to the late 1990s. To resolve this code enforcement action, an after -the -fact plan permit or permit -by -affidavit is necessary. We have been working with Derek Cronin and his team at Cronin Engineering to come up with a set of plans to submit to the county. In all of Derek's years of experience doing permits by affidavits and after -the -fact permits, Derek recognizes this is a particularly difficult case because: 1) The house is a massive structure with approximately 7,000 sf under air and 11,000sf of total space. 2) There have been multiple owners who have made changes to the property over the years. 3) In comparing the plans from when the house was built in the late 90s/early 2000s, we can see there are many conditions where the house was never built according to plans. 4). The 5+ acre parcel of land has since been subdivided which causes additional work to be done to potentially relocate an old well house which was never permitted. Since this is such a complex and difficult case which spans 25+ years, we would like to request a meeting with the both of you to review the documents we have prepared thus far. We hope to do a light review of the plans prepared thus far and to discuss how you suggest we should proceed towards clearing up this matter to ensure the property meets applicable building codes. Can you suggest a meeting time on an forthcoming Thursday or Friday? The meeting will include Derek Cronin, a member or two from his team and myself on behalf of the entity which owns the property. We look forward to meeting with you and to what we hope can be an efficient process for all. Best Regards, Kristen Jasinski on behalf of Buoyancy, LLC (current property owner) 239-231-1166 Main 847-902-9133 Cell EXHIBIT - 007 - PAGE - 001 Further hearing before Special Magistrate in which stipulation is entered EXHIBIT - 008 - PAGE - 001 VaCATIOR Kristen Jasinski <kristen@naplesfloridavacationhomes.com> :: 2225 23rd Street SW -After-the-Fact Permit '--rmessage Kristen Jasinski <kristen@naplesfloridavacationhomes. com> Fri, Jul 12, 2024 at 6:07 PM To: Robert Moore <Robert.Moore@colliercountyfl.gov>, Myron Jacobs<myron.jacobs@colliercountyfl.gov>, fred.clum@colliercountyfl.gov Cc: Derek Cronin <dcronin@croninengineering.com>, Joe Proctor<jproctor@croninengineering.com> Derek, Please be advised that Robert Moore and Myron Jacobs just called me. They have declined meeting with us and told us to just go ahead and apply for the permit for 2225 23rd Street SW. They did welcome you to reach out with any questions you might have along the way. Best Regards, Kristen Jasinski on behalf of Buoyancy, LLC 847-902-9133 Cell On Thu, Jul 11, 2024 at 5:13 PM Kristen Jasinski <kristen@naplesfloridavacationhomes.com> wrote: Robert & Myron, The above referenced property has been cited for code violations. There are many variations between the present conditions of the house as it stands today and the only plans which have ever been submitted to the county for permitting dating back to the late 1990s, To resolve this code enforcement action, an after -the -fact plan permit or permit -by -affidavit is necessary. We have been working with Derek Cronin and his team at Cronin Engineering to come up with a set of plans to submit to the county. In all of Derek's years of experience doing permits by affidavits and after -the -fact permits, Derek recognizes this is a particularly difficult case because: 1) The house is a massive structure with approximately 7,000 sf under air and 11,000sf of total space. �— 2) There have been multiple owners who have made changes to the property over the years. 3) In comparing the plans from when the house was built in the late 90s/early 2000s, we can see there are many conditions where the house was never built according to plans. 4), The 5+ acre parcel of land has since been subdivided which causes additional work to be done to potentially relocate an old well house which was never permitted. Since this is such a complex and difficult case which spans 25+ years, we would like to request a meeting with the both of you to review the documents we have prepared thus far. We hope to do a light review of the plans prepared thus far and to discuss how you suggest we should proceed towards clearing up this matter to ensure the property meets applicable building codes. Can you suggest a meeting time on an forthcoming Thursday or Friday? The meeting will include Derek Cronin, a member or two from his team and myself on behalf of the entity which owns the property. We look forward to meeting with you and to what we hope can be an efficient process for all Best Regards, Kristen Jasinski on behalf of Buoyancy, LLC (current property owner) 239-231-1166 Main 847-902-9133 Cell EXHIBIT - 009 - PAGE - 001 x'ACR!170N 2225 23rd Street SW 1 message Kristen Jasinski <kristen@napiesfloridavacationhomes.com> Kristen Jasinski <kristen@naplesfloridavacationhomes. com> Fri, Jul 19, 2024 at 4:14 PM To: Brian Palkovic NaplesArchitect <brian@archteriordesign.com> Cc: Derek Cronin<dcronin@croninengineering.com>, Joe Proctor<jproctor@croninengineering.com> Hi Brian, Recently I met with Derek Cronin and Joe Proctor of Cronin Engineering to review our latest and greatest plan set which you have been helping us with. We hope we can wrap up plans to submit to the county soon for an after the fact permit. Derek basically confirmed we need have: 1). Existing Floor (prior to asbuilt). - this is basically the original plans from the county 2). Demolition Plans (see note below) 3) As built Plans showing the work that was done & scope of work. Demo Plans - I also had a conversation with Myron Jacobs and Robert Moore who are kind of the two head honchos over at the Building Department. They basically don't give a crap about what we did vs. what a prior owner did or variances that she may have made in the course of building the house. They say that I bought house and bought the problem (yes - lovely treatment!) That said there are many areas which were never built as such so I think the demo plan should take the approach of Variance between Existing (#1 above) and As -Built (#3). Derek would also like on a separate page "Scope of Work". With respect to the well & well house. Because you apply separately for a well permit and because the code enforcement issue is different I think we should treat this as a separate project. Cronin Wor a Well drilling company I think will help me with this. Cronin is also going to take leadership on the electrical plans, load calculations, etc. Brian will provide the dwg files from which they can indicate all electrical. One last point of reference - Kristen will work separately on the Heat Load calcs for AC by working with an AC contractor. Best Regards, Kristen Jasinski Real Estate Broker & Vacation Rental Manager N a p l e s F I. r, d a Naples Florida Vacation Homes, LLC 2805 Horseshoe Drive S #10 Naples, FL 34104 239-676-0088 Main 847-902-9133 Cell Kristen@NapiesFIoridaVacationHomes.com Book your vacation rental direct @ NaplesFloridaVacationHomes. com EXHIBIT -010- PAGE -001 Client receives sealed plans from Cronin Engineering for After the Fact - Permit EXHIBIT - 011 -PAGE - 001 Hurricane Milton hits Southwest Florida and Client unable to do work onsite due to recovery efforts from Hurricane Milton EXHIBIT - 012 - PAGE - 001 Collier County Code Enforcement Representatives Bradley Holmes and Charles Marinos received sealed plans from Cronin Engineering for After the Fact -Permit on October 4, 2024 EXHIBIT - 013 - PAGE - 001 Collier County Growth Management Department 2800 N. Horseshoe Dr., Naples FL 34104 1 239-252-2400 NOTICE OF COMMENCEMENT INSTR 6600672 OR 6404 PG 3669 RECORDED 10/14/2024 11:20 AM PAGES 1 CLERK OF THE CIRCUIT COURT AND COMPTROLLER COLLIER COUNT`( FLORIDA REC $10.00 State of FLORIDA County of COLLIER A. Permit No. B. Parcel/Tax Folio No. 45960240004 1. Description of Property (legal description of the property, and street address if available): All of Tract 5 of GGE. Unit 195 recorded in Plat book 7, Page 102, except rear subdivided parcel, totaling 3.371 acres., commonly known as 2225 23rd Street SW 2. General description of improvement (must be work scope specific and match the Permit): After the fact permit application for changes forinteriorchanges,demolishwelihouse, constructnewwellhouse,upgradeelectricalservice. 3. Owner information or Lessee information if Lessee contracted for the improvement: a. Name: Buoyancy, LLC b. Address: 2805 Horseshoe Drive S, #10. Naples, FL 34104 c. Interest in property: Fee simple d. Name and address of fee simple titleholder (if different from Owner listed above): 4. Contractor information a. Name: Jasinski Builders, LLC b. Contractor's Address: 2805 Horseshoe Drive S, #10, Naples. FL 34104 c. Contractor's Phone Number: 239-231-1166 5. Surety =Yes _nNo (if applicable, a copy of the payment bond is attached): a. Name: ❑ N/A b. Address: ❑ N/A c. Phone Number: ❑ N/A d. Amount of Bond: $ N/A 6. Lender information a. Name: Shelipoint Mortgage Servicing ❑ N/A b. Phone: 800-365-7107 ❑ N/A c. Lender's Address: PO Box 7050 Troy, MI 48007-7050 ❑ N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sectior 713.13(1)(a)7. a. Name(s): Kristen Jasinski ❑ N/A b. Address: 2805 Horseshoe Drive S, #10, Naples, FL 34104 ❑ N/A c. Phone Numbers of designated persons: 239-231-1166 N/A 8. a. In addition to himself or herself, Owner designates ❑ N/A of ✓ N/A to receive a copy of Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone Number of person or entity designated by owner: ✓❑ N/A 9. Expiration date of notice of commencement (the expiration date will be 1 year from the date of recording unless a different date is specified): WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINA G, CONSULT__ ER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF CO T. q Signature of Owner or Lessee, or Lessee's Authorized Sign P�ted Name an� natgit e/Office Officer/Director/Partner/Manager l d1 A--vy LIE The foregoing instrument was acknowledged before me by means of Oil3vysical presence r❑online notarization thiv%Akay of 0t ZO--- , 2G by r+CT? ��}S/MfU (name of person) as 'f/' (type of authority, e.g. officer, trustee, attorney in fact) for - k I tc (name of party on behalf of who ins r ent was executed). CRYSTAL K. KINZEL, CLERK OF THE CIRCUIT COURT & COMPTROLLER (Signature of Deputy Clerk) (Printed Name of Deputy Clerk) Notice of Commencement - 1.20 (Signature of Notarp Public - State of Florida) (Print, Type, or Starrt commissioned Name of Notary) An 11 ntification 171 den1(9(Easib rddtiS�lilSF Notary Pubill tate of Ftor do Page 1 of 1 Commission • HH 536967 My Commission Expires October 04. 2028 EXHIBIT - 014 - PAGE - 001 2800 N. Horseshoe Drive Collier Cotfnty Naples, FL 34104 ---•^"'"-� " — (239) 252-2428 Gro Mh Minagenent Oe(kgmU ant October 14, 2024 Notice: A 1-2 Family Home Permit, reference number PRFH2O241041232, Has Been Applied for Listing you as a Primary Contractor or Subcontractor. This application was submitted through the GMCD Public Portal by a Portal account registered to Kristen Jasinski, using email address kristen@naplesfloridavacationhomes.com. The work site address on the application is 2225 23rd ST SW, Naples. If you were added to this application without your knowledge or authorization, please contact the primary contractor immediately. Primary JASINSKI BUILDERS, LLC Contractor 2805 HORESHOE DRIVE S, #10 NAPLES, FL 34104 KRISTEN@NAPLESFLORIDAVACATIONHOMES.COM EXHIBIT - 015 - PAGE - 001 NATIONAL CERTIFIED TESTING LABORATORIES FIVE LEIGH DRIVE - YORK, PENNSYLVANIA 17406 • TELEPHONE (717) 846-1200 FAX (717) 767-4100 www.nctlinc.com PRODUCT APPROVAL SUPPORTING CALCULATIONS Brickmould Vinyl Double Hung Window REPORT TO: JELD-WEN WINDOWS & DOORS 3737 LAKEPORT BLVD KLAMATH FALLS, OREGON REPORT NUMBER: NCTL-110-23985-1 REPORT DATE: 02/02/21 n "'A ENSO * : No. 58920 * 's jr ;-n * W= �'. STATE OF �\ 'fflnln111111\` 114-'XZI-42' Joseph A. Reed, PE FL PE 58920 FL REG 33474 2021.02.02 15:09:21-05'00' Professionals in The Science of Testing EXHIBIT - 016 - PAGE - 001 Jeld-Wen Windows & Doors w NCTL-110-23985-1 01 r."i::",�_ i Brickmould Vinyl Double Hung Page 1 of 11 Sco e National Certified Testing Laboratories was contracted by Jeld-Wen Windows & Doors to evaluate alternate installation methods for their Brickmould Vinyl Double Hung windows. The evaluation is based on physical testing and product certifications. Reference standards utilized in this project include: Florida Building Code, Building. International Code Council. ANSI/AWC National Design Specification (NDS) for Wood Construction. American Wood Council. AISI S100 North American Specification for the Design of Cold -Formed Steel Structural Members. American Iron and Steel Institute. ICC-ES Report ESR-1976 ITW Buildex TEKS Self -Drilling Fasteners. ICC Evaluation Service. NOA 16-1222.06 Tapcon Concrete and Masonry Anchors with Advanced Threadform Technology. Miami -Dade County Product Control Section. The anchorage analyses presented herein do not address the water resistance, water penetration or air infiltration performance of the installation method or the installed product. In addition, the analyses rely on the assumption that the building substrate is capable of withstanding incurred loads. Certification of Independence In accordance with Rule 61 G20-3 Florida Administrative Code, National Certified Testing Laboratories hereby certifies the following: National Certified Testing Laboratories does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products tested or labeled by the agency. National Certified Testing Laboratories is not owned, operated or controlled by any company manufacturing or distributing products it tests or labels. Joseph A. Reed, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. Joseph A. Reed, P.E does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. EXHIBIT -016- PAGE -002 Jeld-Wen Windows & Doors : ' ±', NCTL-110-23985-1 Brickmould Vinyl Double Hung Page 2 of 11 Analyses Summary of Test Results The following table summarizes the various Brickmould Vinyl Double Hung window products and their corresponding performance levels which have been established by testing or product certification. Table 1 Summary of Test Results Test Report Size Series/Model Number W x H Performance Brickmould Vinyl Double Hung SJW2012-169 38" x 74" +50/-50 psf (Through Frame) (Rev -, 10/02/12) Brickmould Vinyl Double Hung SJW2012-172 38" x 74" +50/-50 psf (Fin Install) Rev -, 10/02/12 Brickmould Vinyl Double Hung SJW2012-173 42" x 57" +50/-50 psf (Through Frame) (Rev-, 10/02/12) Brickmould Vinyl Double Hung SJW2012-253 42" x 57" +50/-50 psf (Fin Install) Rev -, 02/01/13 Testing documented in Table 1 was conducted by the National Certified Testing �. Laboratories laboratory in Everett, Washington (Florida Department of Business & Professional Regulation Test Lab No. TST9341, A2LA Certificate 3054.01). As -Tested Installation Analysis For air/water/structural testing the test specimen was secured to a 2x Spruce -Pine -Fir buck. The as -tested installation methods are evaluated on page 4 to page 7. These capacities will be used to prove acceptable alternate anchors and substrates for the windows. Alternate Anchorages Calculations on page 8 through page 10 determine the design capacity of alternate installation anchorages for the window. Anchorage Requirements As -tested spacing must be maintained. It must be determined the anchorages are not overloaded for the approved window size and design pressures. Calculations presented on page 11 show the anchor spacing requirements for the established limiting anchor capacities. Anchorage requirements established by this report are accurately presented in Drawing D008421. EXHIBIT - 016 - PAGE - 003 Jeld-Wen Windows & Doors NCTL-110-23985-1 Brickmould Vinyl Double Hung rLWPage 3 of 11 Attachments Appendix A — Revision Log (1 page) EXHIBIT - 016 - PAGE - 004 a Jeld-Wen Windows &Doors Brickmould Vinyl Double Hung As -Tested Installation — Nail Fin to Wood #8 x 1-1/4" Pan Head Screw 0.062" thick Nail Fin Spruce -Pine -Fir 2x Wood Substrate Minimum (G=0.42) Allowable Tension of #8 x 1-1/4" Pan Head Screw W = 1.6(1.250"-0.062")(82 Ib/in) (NDS, Table 12.213) W=1561b Allowable Pull -Over of#8 x 1-1/4" Pan Head Screw Validated by Testing Must maintain anchor spacing and anchor head size As -tested spacing (48x83) Load to fastener (48x83): As -tested spacing (48x96) Load to fastener (48x96): As -tested anchor head size: 4" on center (55 psf/144)(48"/2)(4") = 37 lb 8" on center (35 psf/144)(48"/2)(8") = 47 lb 0.314" Capacity of Connection is 47 Ib NCTL-110-23985-1 Page 4 of 11 EXHIBIT - 016 - PAGE - 005 Jeld-Wen Windows & Doors NCTL-110-23985-1 Brickmould Vinyl Double Hung 51 Page 5 of 11 As -Tested Installation — Through Frame to Wood #8 Pan Head Screw; 1" penetration to wood 0.060" thick Window Frame 1/4" Maximum Shim Space Spruce -Pine -Fir 2x Wood Substrate Minimum (G=0.42) Allowable Shear of #8 Pan Head Screw Z' = 79 Ib (See Following 2 Pages) Bendinq of #8 Pan Head Screw L = 1/4" (maximum shim space) S = rrd3/32 = rr(0.131)3/32 = 0.000221 in Fb = (1.3)(0.6Fy) = (1.3)(0.6)(90,000 psi) = 70,200 psi (1.3 weak axis factor) Fb = M/S = (VL/2)/S (L/2 for guided bending) V = 2SFb/L = (2)(0.000221 in)(70,200 psi)/0.25" = 124 Ib. Capacity of Connection is 79 lb EXHIBIT - 016 - PAGE - 006 Jeld-Wen Windows & Doors Brickmould Vinyl Double Hung As -Tested Installation — Through Frame to Wood (Continued) Lateral Design Strength of Wood Connections Data Fastener Fastener = #8 Wood Screw Shank Dia = 0.164 in. Root Dia. = 0.131 in. Fyb = 90,000 psi Fastener length = 1.400 in. Main Member Material = SPF G = 0.42 0 = 90 <= (Angle of load to grain 0° < 0 < 90°) FQ = 3,350 psi Thickness = 1.500 in. Side Member �... Material = Vinyl (PVC) G = N/A 0 = 90 <= (Angle of load to grain 0° < 0 < 90°) Fes = 13,750 psi Thickness = 0.060 in. Calculations Lateral Bearing Factors D = 0.131 in. �,,, = 1.012 in. Ke = 1.25 Kp = 2.20 Re = 0.244 Rt = 16.87 kl = 1.6013 kZ = 0.7128 k3 = 13.20 NCTL-110-23985-1 Page 6 of 11 EXHIBIT - 016 - PAGE - 007 Jeld-Wen Windows & Doors Brickmould Vinyl Double Hung As -Tested Installation — Through Frame to Wood (Continued) Yield Mode Rd Im, I, 2.20 II 2.20 IIIm, III,, IV 2.20 Lateral Design Values, Z Mode I,,, = 202 lbf Mode 1, = 49 lbf Mode II = 79 lbf Mode IIIm = 97 Ibf Mode III, = 70 lbf Mode IV = 99 lbf Co = 1.6 Wet Service Factor Fabrication/In-Service Dry/Dry CM = 1r0 In service temperature T<_100°F C' Cg = 1.0 Co = 1.0 Is fastener installed in end grain? No Ceg = 1.00 Is fastener part of a diaphragm? No Cd; = 1.0 Is fastener toe -nailed? No Ct = 1.00 Z' = 79 lbf NCTL-110-23985-1 Page 7 of 11 <====== Minimum Value EXHIBIT - 016 - PAGE - 008 Jeld-Wen Windows & Doors4!rfo NCTL-110-23985-1 Brickmould Vinyl Double Hung Page 8 of 11 Alternate Installation — Trough Frame to Steel Stud #8 Grade 5 Screw 1/4" Maximum Shim Space Minimum 18 gauge 33 KSI Steel Stud Allowable Shear of#8 Grade 5 Screw Pss/0 = 286 lb (AAMA TIR A9) Bearing of#8 Grade 5 Screw on Frame Fp = 10,000 psi D = 0.164" t = 0.060" Va = FPDt = (10,000 psi)(0.164")(0.060") = 98 lb Bearina of#8 Grade 5 Screw on Steel Stud Va = 2.7DtFtu/3.0 Va = 2.7(0.164")(0.0428")(45,000 psi)/3.0 Va = 284 lb. Tilting of#8 Grade 5 Screw in Steel Stud Va=4.2(t23D)1/2FW2/ns Va = 4.2(0.0428,3 x 0.164")112(45,000 psi)/3.0 Va = 226 lb. Bending of #8 Grade 5 Screw L = 1/4" (Maximum Shim Space) S = rrd3/32 = rr(0.116)3/32 = 0.000153 in3 Ft, = (1.3)(0.6Fy) = (1.3)(0.6)(100,000 psi) = 78,000 psi (1.3 weak axis factor) Ft, = M/S = (VL/2)/S (L/2 for guided bending) V = 2SFb/L = (2)(0.000153 in3)(78,000 psi)/0.25" = 96 Ib. Capacity of Connection is 96 lb. EXHIBIT - 016 - PAGE - 009 Jeld-Wen Windows & Doors NCTL-110-23985-1 Brickmould Vinyl Double Hung 1-7 Page 9 of 11 Alternate Installation — Through Frame to Concrete 3/16" Tapcon Anchor 2" Minimum Edge Distance, 1-1/4" Minimum Embedment 1/4" Maximum Shim Space Minimum f'c= 3,000 psi Concrete Allowable Shear of 3/16" Tapcon Anchor P5s/f) = 181 lb (NOA-No. 16-1222.06) Bearing of 3/16" Tapcon Anchor on Frame Fp = 10,000 psi D = 0.170" t = (2)(0.080") = 0.160" Va = FPDt = 0 0,000 psi)(0.170")(0.160") = 272 lb Bendinq of 3/16" Tapcon Anchor L = 1/4" (Maximum Shim Space) S = Trd3/32 = Tr(0.170")3/32 = 0.000482 in3 Fb = (1.3)(0.6Fy) = (1.3)(0.6)(137,000 psi) = 106,860 psi (1.3 weak axis factor) Fb = M/S = (VL/2)/S (L/2 for guided bending) V = 2SFb/L = (2)(0.000482 in3)(106,860 psi)/0.25" = 412 lb. Capacity of Connection is 181 Ib EXHIBIT - 016 - PAGE - 010 Jeld-Wen Windows &Doors a''_','=NCTL-110-23985-1 Brickmould Vinyl Double Hung 'y Page 10 of 11 Alternate Installation — Through Frame to CMU 3/16" Tapcon Anchor 2" Minimum Edge Distance, 1-1/4" Minimum Embedment 1/4" Maximum Shim Space Minimum ASTM C90 Concrete Masonry Unit Allowable Shear of 3/16" Tapcon Anchor Pss/0 = 135 Ib (NOA-No. 16-1222.06) Bearing of 3/16" Tapcon Anchor on Frame Fp = 10,000 psi D = 0.170" t = (2)(0.080") = 0.160" V. = FpDt = (10,000 psi)(0.170")(0.160") = 272 lb Bending of 3/16" Tapcon Anchor L = 1/4" (Maximum Shim Space) S = rrd3/32 = rr(0.170")3/32 = 0.000482 in Fb = (1.3)(0.6Fy) _ (1.3)(0.6)(137,000 psi) = 106,860 psi (1.3 forweak axis bending) Fb = M/S = (VL/2)/S (L/2 for guided bending) V = 2SFb/L = (2)(0.000482 in3)(106,860 psi)/0.25" = 412 lb. Capacity of Connection is 135 Ib EXHIBIT - 016 - PAGE - 011 Jeld-Wen Windows & Doors NCTL-110-23985-1 „ "+ Brickmould Vinyl Double Hung Page 11 of 11 38x74 +50/-50 psf Anchorage Requirements — Nail Fin Window Overall Size: 38" x 74" Window Overall Area: (38")(74")/l44 = 19.5 ft2 Window Overall Wind Load: (50 psf)(19.5 ft2) = 975 lb Installed Anchors: 5 head + 5 sill + 2(8) jambs = 26 installed anchors Minimum Anchor Capacity: 47 lb/anchor Total Anchor Capacity: (26 anchors)(47 lb/anchor) = 1,222 lb > 975 lb OK Anchorage Requirements — Through Frame Window Overall Size: 38" x 74" Window Overall Area: (38")(74")/144 = 19.5 ft2 Window Overall Wind Load: (50 psf)(19.5 ft2) = 975 lb Installed Anchors: 3 head + 3 sill + 2(9) jambs = 24 installed anchors Minimum Anchor Capacity: 79 lb/anchor Total Anchor Capacity: (24 anchors)(79 lb/anchor) = 1,896 lb > 975 lb OK 42x57 +50/-50 psf Anchorage Requirements — Nail Fin Window Overall Size: 42" x 57" Window Overall Area: (42")(57")/144 = 16.6 ft2 Window Overall Wind Load: (50 psf)(16.6 ft2) = 830 lb Installed Anchors: 5 head + 5 sill + 2(6) jambs = 22 installed anchors Minimum Anchor Capacity: 47 lb/anchor Total Anchor Capacity: (22 anchors)(47 lb/anchor) = 1,034 lb > 830 lb OK Anchorage Requirements — Through Frame Window Overall Size: 42" x 57" Window Overall Area: (42")(57")/144 = 16.6 ft2 Window Overall Wind Load: (50 psf)(16.6 ft2) = 830 lb Installed Anchors: 3 head + 3 sill + 2(7) jambs = 20 installed anchors Minimum Anchor Capacity: 79 lb/anchor Total Anchor Capacity: (20 anchors)(79 lb/anchor) = 1,580 lb > 830 lb OK EXHIBIT - 016 - PAGE - 012 On Appendix A Revision Log Identification Date Page & Revision Original Issue 02/02/21 Not Applicable EXHIBIT - 016 - PAGE - 013 NATIONAL CERTIFIED TESTING LABORATORIES FIVE LEIGH DRIVE • YORK, PENNSYLVANIA 17406 • TELEPHONE (717) 846-1200 FAX (717) 767-4100 www.nctlinc.com PRODUCT APPROVAL SUPPORTING CALCULATIONS Brickmould Vinyl Double Hung Window REPORT TO: `. JELD-WEN WINDOWS & DOORS 3737 LAKEPORT BLVD KLAMATH FALLS, OREGON REPORT NUMBER: NCTL-110-23985-1 REPORT DATE: 02/02/21 \\\\\\` %� 1111l lluu // ft -GENSF� * : No. 58920 �'. STATE OF O R \ 61� eziv� Joseph A. Reed, PE FL PE 58920 FL REG 33474 2021.02.02 15:09:21-05'00' Professionals In The Science of Testing EXHIBIT - 016 - PAGE - 014 Jeld-Wen Windows & Doors frNCTL-110-23985-1 Brickmould Vinyl Double Hung Page 1 of 11 Scoae National Certified Testing Laboratories was contracted by Jeld-Wen Windows & Doors to evaluate alternate installation methods for their Brickmould Vinyl Double Hung windows. The evaluation is based on physical testing and product certifications. Reference standards utilized in this project include: Florida Building Code, Building. International Code Council. ANSI/AWC National Design Specification (NDS) for Wood Construction. American Wood Council. AISI S100 North American Specification for the Design of Cold -Formed Steel Structural Members. American Iron and Steel Institute. ICC-ES Report ESR-1976 !TW Buildex TEKS Self -Drilling Fasteners, ICC Evaluation Service. NOA 16-1222.06 Tapcon Concrete and Masonry Anchors with Advanced Threadform Technology. Miami -Dade County Product Control Section. The anchorage analyses presented herein do not address the water resistance, water penetration or air infiltration performance of the installation method or the installed product. In addition, the analyses rely on the assumption that the building substrate is capable of withstanding incurred loads. Certification of Independence In accordance with Rule 61 G20-3 Florida Administrative Code, National Certified Testing Laboratories hereby certifies the following: National Certified Testing Laboratories does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products tested or labeled by the agency. National Certified Testing Laboratories is not owned, operated or controlled by any company manufacturing or distributing products it tests or labels. Joseph A. Reed, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. ® Joseph A. Reed, P.E does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. EXHIBIT - 016 - PAGE - 015 Jeld-Wen Windows & Doors '�� ''�' 7 ,. .:. ,� �NCTL-110-23985-1 Brickmould Vinyl Double Hung Page 2 of 11 Analyses Summary of Test Results The following table summarizes the various Brickmould Vinyl Double Hung window products and their corresponding performance levels which have been established by testing or product certification. Table 1 Summary of Test Results Test Report Size Series/Model Number W x H Performance Brickmould Vinyl Double Hung SJW2012-169 38" x 74" +50/-50 psf (Through Frame) (Rev -, 10/02/12 Brickmould Vinyl Double Hung SJW2012-172 38" x 74" +50/-50 psf (Fin Install) Rev -, 10/02/12 Brickmould Vinyl Double Hung SJW2012-173 (Through Frame) (Rev-, 10/02/12) 42" x 57" +50/-50 psf Brickmould Vinyl Double Hung SJW2012-253 42" x 57" +50/-50 psf (Fin Install) Rev -, 02/01/13 Testing documented in Table 1 was conducted by the National Certified Testing �— Laboratories laboratory in Everett, Washington (Florida Department of Business & Professional Regulation Test Lab No. TST9341, A2LA Certificate 3054.01). As -Tested Installation Analysis For air/water/structural testing the test specimen was secured to a 2x Spruce -Pine -Fir buck. The as -tested installation methods are evaluated on page 4 to page 7. These capacities will be used to prove acceptable alternate anchors and substrates for the windows. Alternate Anchorages Calculations on page 8 through page 10 determine the design capacity of alternate installation anchorages for the window. Anchorage Requirements As -tested spacing must be maintained. It must be determined the anchorages are not overloaded for the approved window size and design pressures. Calculations presented on page 11 show the anchor spacing requirements for the established limiting anchor capacities. Anchorage requirements established by this report are accurately presented in Drawing D008421. EXHIBIT-016- PAGE -016 Jeld-Wen Windows & Doors, NCTL-110-23985-1 "'''`' S+` Brickmould Vinyl Double Hung Page 3 of 11 Attachments Appendix A — Revision Log (1 page) EXHIBIT - 016 - PAGE - 017 Jeld-Wen Windows &Doors Brickmould Vinyl Double Hung As -Tested Installation — Nail Fin to Wood #8 x 1-1/4" Pan Head Screw 0.062" thick Nail Fin Spruce -Pine -Fir 2x Wood Substrate Minimum (G=0.42) Allowable Tension of #8 x 1-1/4" Pan Head Screw W = 1.6(1.250"-0.062")(82 Ib/in) (NDS, Table 12.213) W=156lb Ilowable Pull -Over of#8 x 1-1/4" Pan Head Screw Validated by Testing Must maintain anchor spacing and anchor head size As -tested spacing (48x83) Load to fastener (48x83): 4" on center (55 psf/144)(48"/2)(4") = 37 Ib As -tested spacing (48x96): 8" on center Load to fastener (48x96): (35 psf/144)(48"/2)(8") = 47 Ib As -tested anchor head size 0.314" Capacity of Connection is 47 Ib NCTL-110-23985-1 Page 4 of 11 EXHIBIT - 016 - PAGE - 018 Jeld-Wen Windows & Doors _ '; ; _ NCTL-110-23985-1 Brickmould Vinyl Double Hung Page 5 of 11 As -Tested Installation — Through Frame to Wood #8 Pan Head Screw; 1" penetration to wood 0.060" thick Window Frame 1/4" Maximum Shim Space Spruce -Pine -Fir 2x Wood Substrate Minimum (G=0.42) Allowable Shear of #8 Pan Head Screw Z' = 79 lb (See Following 2 Pages) Bending of #8 Pan Head Screw L = 1/4" (maximum shim space) S = rrd3/32 = rr(0.131)3/32 = 0.000221 in Fb = (1.3)(0.6Fy) = (1.3)(0.6)(90,000 psi) = 70,200 psi (1.3 weak axis factor) Fb = M/S = (VL/2)/S (L/2 for guided bending) V = 2SFb/L = (2)(0.000221 in)(70,200 psi)/0.25" = 124 Ib. Capacity of Connection is 79 Ib EXHIBIT - 016 - PAGE - 019 Jeld-Wen Windows & Doors Brickmould Vinyl Double Hung As -Tested Installation - Through Frame to Wood (Continued) Lateral Design Strength of Wood Connections Data Fastener Fastener = #8 Wood Screw Shank Dia = 0.164 in. Root Dia. = 0.131 in. Fyb = 90,000 psi Fastener length = 1.400 in. Main Member Material = SPF G = 0.42 0 = 90 <= (Angle of load to grain 0° < 0 < 90°) Fe = 3,350 psi Thickness = 1.500 in. Calculations Side Member Material = Vinyl (PVC) G = N/A 0 = 90 <= (Angle of load to grain 00 < 0 < 90°) Fes = 13,750 psi — — Thickness = 0.060 in. Lateral Bearing Factors D = 0.131 in. logy, = 1.012 in. Ke = 1.25 Kp = 2.20 Re = 0.244 R, = 16.87 kl = 1.6013 k2 = 0.7128 k3 = 13.20 NCTL-110-23985-1 Page 6 of 11 EXHIBIT -016- PAGE -020 NJ Jeld-Wen Windows & Doors ",,` iFl Brickmould Vinyl Double Hung As -Tested Installation — Through Frame to Wood (Continued) Yield Mode Rd I,,,, IS 2.20 II 2.20 IIIm, III,, IV 2.20 Lateral Design Values, Z Mode Im = 202 lbf Mode I, = 49 Ibf Mode II = 79 lbf Mode IIIm = 97 lbf Mode III, = 70 lbf Mode IV = 99 lbf Cp = 1.6 Wet Service Factor Fabrication/In-Service Dry/Dry CM = 1.0 In service temperature T<_100°F Ct = 1.0 Cg = 1.0 Co = 1.0 Is fastener installed in end grain? No Ceg = 1.00 Is fastener part of a diaphragm? No Cd; = 1.0 Is fastener toe -nailed? No Ct„ = 1.00 Z' = 779 lbf NCTL-110-23985-1 Page 7of11 <====== Minimum Value EXHIBIT - 016 - PAGE - 021 Jeld-Wen Windows & Doors '' NCTL-110-23985-1 Brickmould Vinyl Double Hung Page 8 of 11 Alternate Installation — Trough Frame to Steel Stud #8 Grade 5 Screw 1/4" Maximum Shim Space Minimum 18 gauge 33 KSI Steel Stud Allowable Shear of#8 Grade 5 Screw Pss/0 = 286 lb (AAMA TIR A9) Bearing of#8 Grade 5 Screw on Frame Fp = 10,000 psi D = 0.164" t = 0.060" Va = FpDt = (10,000 psi)(0.164")(0.060") = 98 lb Bearing of#8 Grade 5 Screw on Steel Stud Va = 2.7DtFtu/3.0 Va = 2.7(0.164")(0.0428")(45,000 psi)/3.0 Va = 284 lb. Tilting of #8 Grade 5 Screw in Steel Stud Va=4.2(t23D)1/2Ftu2/ns Va = 4.2(0.0428"3 x 0.164")112(45,000 psi)/3.0 Va = 226 lb. Bending of #8 Grade 5 Screw L = 1/4" (Maximum Shim Space) S = Trd3/32 = Tr(0.116)3/32 = 0.000153 in3 Fb = (1.3)(0.6Fy) = (1.3)(0.6)(100,000 psi) = 78,000 psi (1.3 weak axis factor) Fb = M/S = (VL/2)/S (L/2 for guided bending) V = 2SFb/L = (2)(0.000153 in3)(78,000 psi)/0.25" = 96 Ib. Capacity of Connection is 96 lb. EXHIBIT - 016 - PAGE - 022 I - Jeld-Wen Windows & Doors NCTL-110-23985-1 `"` ; ;;?` Brickmould Vinyl Double Hung Page 9 of 11 Alternate Installation — Through Frame to Concrete 3/16" Tapcon Anchor 2" Minimum Edge Distance, 1-1/4" Minimum Embedment 1/4" Maximum Shim Space Minimum f'� = 3,000 psi Concrete Allowable Shearof 3/16" Tapcon Anchor Pss/!) = 181 Ib (NOA-No. 16-1222.06) Bearing of3/16" TapconAnchoron Frame Fp = 10,000 psi D = 0.170" t = (2)(0.080") = 0.160" Va = FPDt = (10,000 psl)(0.170")(0.160") = 272 Ib Bending of 3/16" Tapcon Anchor L = 1/4" (Maximum Shim Space) S = Trd3/32 = Tr(0.170")3/32 = 0.000482 in3 Fb = (1.3)(0.6Fy) _ (1.3)(0.6)(137,000 psi) = 106,860 psi (1.3 weak axis factor) Fb = M/S = (VL/2)/S (L/2 for guided bending) V = 2SFb/L = (2)(0.000482 in3)(106,860 psi)/0.25" = 412 Ib. Capacity of Connection is 181 Ib EXHIBIT - 016 - PAGE - 023 Jeld-Wen Windows & Doorsa;l, NCTL-110-23985-1 oo j•'°`a" Brickmould Vinyl Double Hung Page 10 of 11 Alternate Installation — Through Frame to CMU 3/16" Tapcon Anchor 2" Minimum Edge Distance, 1-1/4" Minimum Embedment 1/4" Maximum Shim Space Minimum ASTM C90 Concrete Masonry Unit Allowable Shear of 3/16" Tapcon Anchor P55/f2 = 135 Ib (NOA-No. 16-1222.06) Bearing of 3/16" Tapcon Anchor on Frame Fp = 10,000 psi D = 0.170" t = (2)(0.080") = 0.160" Va = FpDt = (10,000 psi)(0.170")(0.160") = 272 Ib �— Bending of 3/16" Tapcon Anchor L = 1 /4" (Maximum Shim Space) S = Trd3/32 = Tr(0.170")3/32 = 0.000482 in Fb = (1.3)(0.6Fy) = (1.3)(0.6)(137,000 psi) = 106,860 psi (1.3 forweak axis bending) Fb = M/S = (VL/2)/S (L/2 for guided bending) V = 2SFb/L = (2)(0.000482 in3)(106,860 psi)/0.25" = 412 Ib. Capacity of Connection is 135 Ib EXHIBIT - 016 - PAGE - 024 Jeld-Wen Windows & Doors r ."; ' { ,, � .._, NCTL-110-23985-1 Brickmould Vinyl Double Hung Page 11 of 11 38x74 +501-50 Psf Anchorage Requirements — Nail Fin Window Overall Size: 38" x 74" Window Overall Area: (38")(74")/144 = 19.5 ft2 Window Overall Wind Load: (50 psf)(19.5 ft2) = 975 lb Installed Anchors: 5 head + 5 sill + 2(8) jambs = 26 installed anchors Minimum Anchor Capacity: 47 lb/anchor Total Anchor Capacity: (26 anchors)(47 lb/anchor) = 1,222 lb > 975 lb OK Anchorage Requirements — Through Frame Window Overall Size: 38" x 74" Window Overall Area: (38")(74")/144 = 19.5 ft2 Window Overall Wind Load: (50 psf)(19.5 ft2) = 975 lb Installed Anchors: 3 head + 3 sill + 2(9) jambs = 24 installed anchors Minimum Anchor Capacity: 79 lb/anchor Total Anchor Capacity: (24 anchors)(79 lb/anchor) = 1,896 lb > 975 lb OK 42x57 +50/-50 psf Anchorage Requirements — Nail Fin Window Overall Size: 42" x 57" Window Overall Area: (42")(57")/144 = 16.6 ft2 Window Overall Wind Load: (50 psf)(16.6 ft2) = 830 lb Installed Anchors: 5 head + 5 sill + 2(6) jambs = 22 installed anchors Minimum Anchor Capacity: 47 lb/anchor Total Anchor Capacity: (22 anchors)(47 lb/anchor) = 1,034 lb > 830 lb OK Anchorage Requirements — Through Frame Window Overall Size: 42" x 57" Window Overall Area: (42")(57")/144 = 16.6 ft2 Window Overall Wind Load: (50 psf)(16.6 ft2) = 830 lb Installed Anchors: 3 head + 3 sill + 2(7) jambs = 20 installed anchors Minimum Anchor Capacity: 79 lb/anchor Total Anchor Capacity: (20 anchors)(79 lb/anchor) = 1,580 lb > 830 lb OK EXHIBIT - 016 - PAGE - 025 Appendix A Revision Log Identification Date Page & Revision Original Issue 02/02/21 Not Applicable EXHIBIT - 016 - PAGE - 026 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT BUSINESS CENTER 2800 N. Horseshoe Drive, Naples FL 34104 I Phone (239) 252-2400 Initial Incomplete Notice Incomplete Initial Submittal Notice October 16, 2024 Kristen Jasinski RE: Permit Number: PRFH2O241041232 Description: After -the -fact permit for variences between how building was permitted in 1998/1999, and incorporates various modifications made over the years under the same roof (no additions), demolish unpermitted well house, relocation of well house to new location and construction of, upgrade electrical service. 2225 23rd ST SW, Naples Job Address: 2225 23rd ST SW, Naples A sufficiency review of the submittal package for the above referenced application indicates the following items are deficient. These items will need to be submitted as soon as possible so that we may continue to process your application: Reviewed By: Richard Vazquez Phone: (239) 252-2576 Email: Richard.Vazquez@colliercountyfl.gov 1. Construction Plans - Please clarify if we can remove file Well House 9-27- 24 ESEAL. PDF 2. Product Index Sheet - As of 0110112020, a product approval index sheet is required to be provided for any permit submittal containing product approvals. The product approval index sheet can be found here. h ttpsJ/www. colliercountyfl. gov/home/showdocument?id=76659 3. Incomplete Application Response Letter - Separate Structures require separate permits. Please provide a new scope stating that the well house will be applied separately. A final sufficiency review for permit application PRFH2O241041232 has been completed and deemed insufficient. Failure to respond to this notice within 7 calendar days will result in a Final Incomplete Notice that allows for an additional 7 days to respond. Failure EXHIBIT - 017 - PAGE - 001 IN to respond within the aforementioned 14 days will result in this permit application being set to a "Denied" status and is considered closed. A new permit application covering the proposed construction shall be obtained before proceeding with the work. For electronic submissions, outstanding documents can be submitted online. You will need to click on the "Submittals" button near the bottom of the page to upload to each submittal requirement. Your application can be accessed here: htti2s:Hcvl2ortal.colliercountyfl.gov/Ci!yViewWeb/ EXHIBIT - 017 - PAGE - 002 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT I BUSINESS CENTER 2800 N. Horseshoe Drive, Naples FL 34104 1 Phone (239) 252-2400 Initial Incomplete Notice Incomplete Initial Submittal Notice October 17, 2024 Kristen Jasinski RE: Permit Number: PRFH2O241041232 Description: After -the -fact permit for variences between how building was permitted in 1998/1999, and incorporates various modifications made over the years under the same roof (no additions), demolish unpermitted well house, relocation of well house to new location and construction of, upgrade electrical service. 2225 23rd ST SW, Naples Job Address: 2225 23rd ST SW, Naples A sufficiency review of the submittal package for the above referenced application indicates the following items are deficient. These items will need to be submitted as soon as possible so that we may continue to process your application: Reviewed By: Richard Vazquez Phone: (239) 252-2576 Email: Richard.Vazquez@colliercountyfl.gov 1. Construction Plans - Please clarify if we can remove file Well House 9-27- 24 ESEAL. PDF 2. Incomplete Application Response Letter - Separate Structures require separate permits. Please provide a new scope stating that the well house will be applied separately. A final sufficiency review for permit application PRFH2O241041232 has been completed and deemed insufficient. Failure to respond to this notice within 7 calendar days will result in a Final Incomplete Notice that allows for an additional 7 days to respond. Failure to respond within the aforementioned 14 days will result in this permit application being set to a "Denied" status and is considered closed. A new permit application covering the proposed construction shall be obtained before proceeding with the work. EXHIBIT - 018 - PAGE - 001 N 9 For electronic submissions, outstanding documents can be submitted online. You will need to click on the "Submittals" button near the bottom of the page to upload to each submittal requirement. Your application can be accessed here: https:Hcvi2ortal,colliercountyfl.gov/CityViewWeb/ EXHIBIT - 018 - PAGE - 002 BUILDERS October 26, 2024 Mr. Richard Vazquez Collier County Building Department Via email: Rich ard.Vazquez colliercountyfl.gov TEL: 239-252-2576 RE: Response to Initial Incomplete Notice PRFH20241041232 Hello Richard, In response to your Initial Incomplete Notice letter dated October 16, 2024 and your subsequent letter dated October 17, 2024: 1. Yes you can remove the well house 09/27/24 eseal.pdf document from this application. We have submitted separate permit applications to build this accessory structure (PRAC20241042897) and also to demolish the old well house (PRDM20241042895). 2. The Product Index Sheet was re -uploaded to your portal on 10/17/24 Just for the record I also sent confirmation by email on October 22, 2024 letting you know if was okay to remove the well house portion from the plan. Sincerely, Kristen Jasinski License # CRC1333281 2805 Horseshoe Drive S, #10, Naples, FL 34104 239-231-1166 EXHIBIT - 019 - PAGE - 001 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT I BUSINESS CENTER 2800 N. Horseshoe Drive, Naples FL 34104 1 Phone (239) 252-2332 Final Incomplete Notice Incomplete Initial Submittal Notice October 28, 2024 Kristen Jasinski RE: Permit Number: PRFH2O241041232 Description: After -the -fact permit for variences between how building was permitted in 1998/1999, and incorporates various modifications made over the years under the same roof (no additions), demolish unpermitted well house, relocation of well house to new location and construction of, upgrade electrical service. 2225 23rd ST SW, Naples Job Address: 2225 23rd ST SW, Naples A sufficiency review of the submittal package for the above referenced application indicates the following items are deficient. These items will need to be submitted as soon �.- as possible so that we may continue to process your application: Reviewed By: Richard Vazquez Phone: (239) 252-2576 Email: Richard.Vazquez@colliercountyfl.gov 1. Construction Plans - Please clarify if we can remove file Well House 9-27- 24 ESEAL. PDF 2. Incomplete Application Response Letter - Separate Structures require separate permits. Please provide a new scope stating that the well house will be applied separately. A final sufficiency review for the permit application PRFH2O241041232 has been completed and the application remains insufficient. Failure to respond to this notice within 7 calendar days will result in this permit application being set to a "Denied" status and is considered closed. A new permit application covering the proposed construction shall be obtained before proceeding with the work. EXHIBIT - 020 - PAGE - 001 IN For electronic submissions, outstanding documents can be submitted online. You will need to click on the "Submittals" button near the bottom of the page to upload to each submittal requirement. Your application can be accessed here: https://cvportal.colliercountyfl.goy/CityV iewWeb/ EXHIBIT - 020 - PAGE - 002 Collier County Payment Slip - Permits - Application October 28, 2024 A sufficiency review for permit application PRFH2O241041232 has been completed. A payment slip has been generated and the outstanding balance is required to be paid in full within 14 calendar days as per Building Permit Fees — Resolution NO. 2021-193, section KK. Failure to make the payment in full within 14 calendar days, permit application PRFH2O241041232 will be set to a "Denied" status and is considered closed. A new permit application covering the proposed construction shall be obtained before proceeding with the work. Contact: Kristen Jasinski 2805 Horseshoe Drive S, #10 Naples, FL 34104 Owner: BUOYANCY LLC Permit Location: 2225 23rd ST SW, Naples FEES: Description jApplication Number lPermit Number Fee IPaid Fee Structural - Application Fee PRFH2O241041232 PRFH2O24104123201 $50.001 $0.00 Total: $50.00 $0.00 Total Owing: $50.00 Bonds: Job Description: After -the -fact permit for variences between how building was permitted in 1998/1999, and incorporates various modifications made over the years under the same roof (no additions), (separate permit:demolish unpermitted well house, relocation of well house to new location) and construction of, upgrade electrical service. (ref. PRAC20241042897/PRDM20241042895 CESD20240001061) 2225 23rd ST SW, Naples To pay online use the following link: https://cvportal.colliercountyfl.. oq v/cityviewweb Must be a GMD Public Portal registered user to make payment. EXHIBIT - 021 - PAGE - 001 COLLIER COUNTY, FLORIDA OFFICE OF THE SPECIAL MAGISTRATE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS, Petitioner Vs BUOYANCY LLC, Defendant(s) AFFIDAVIT OF NON-COMPLIANCE. STATE OF FLORIDA COUNTY OF COLLIER OSM CASE NO. CESD20240001058 BEFORE ME, the undersigned authority, personally appeared Charles Marinos, Code Enforcement Official for the Hearing before the Special Magistrate of Collier County, who after being fully sworn, deposes and says: 1. That on June 07, 2024. the Special Magistrate held a hearing and issued an Order in the above -styled matter and stated that Defendant(s) was to acquire all permits for modifications to the property as stated in the Order of the Special Magistrate recorded in the public records of Collier County, Florida in OR Book 6378 PG 3170. 2. That the respondent did contact the investigator. 3. That a re -inspection was performed on 10/07/2024. That the re -inspection revealed that the corrective action ordered by the Special Magistrate was not in compliance with the following conditions: Required permits not finalized, violation remains. l FURTHER AFFIANT SAYETH NOT. v DATED this 29" day of October, 2024. COLLIER COUNTY, FLORIDA HEARING OF THE SPECIAL MAGISTRATE Charles Marinos Code Enforcement Official STATE OF FLORIDA COUNTY OF COLLIER Swo�n a ( r affinryed) and subscribed before me by means of _'ysicat presence or _ online notarization, thic�t of 26l zby Charles Marinos (Signature of Notary Public) /• ..•••.1k,. MIRIAMLOREN20 commission # HH 379745 Expires June 8, 2027 (Print/Type/Stamp Commissioned ame of Notary Public) Personally known v EXHIBIT - 022 - PAGE - 001 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT / BUILDING REVIEW & INSPECTION DIVISION 2800 N. Horseshoe Drive, Naples FL 34104 * Phone (239) 252-2428 Outstanding Corrections Date: November 20, 2024 Contact Name: Kristen Jasinski Address: 2805 Horseshoe Drive S, #10 City, State Zip: Naples, FL 34104 Dear Applicant: PERMIT NO: PRFH2O24104123201 APPLICATION NO: PRFH2O241041232 JOB SITE ADDRESS: 2225 23rd ST SW, Naples Email:kristen@naplesfloridavacationhomes.com Plans submitted with the referenced permit have been reviewed. We are unable to approve your permit application for the reason(s) indicated below. For Applications Submitted through the GMD E-Permitting Portal: • Resubmittals must be submitted in the same session and the changes must be clouded. • Corrected documents must be submitted as complete files (with the corrected sheets replacing the rejected sheets). Submittals containing just the corrected sheets will be returned as Insufficient. • A written letter of response summarizing the changes made to address each correction comment must be included in your resubmittal. Failure to include a written letter of response will result in a rejection. • After your resubmittal is processed the documents will be reviewed again; additional deficiencies may be identified through this process. JOB DESCRIPTION: After -the -fact permit for variences between how building was permitted in 1998/1999, and incorporates various modifications made over the years under the same roof (no additions), (separate permit:demolish unpermitted well house, relocation of well house to new location) and construction of, upgrade electrical service. (ref. PRAC20241042897/PRDM20241042895 CESD20240001061,CESD20240001058) 2225 23rd ST SW, Naples Rejected Review: FEMA Review Reviewed By: Milena Torres Phone:239-252-8736 Email:Milena.Torres@colliercountyfl.gov Correction Comment 1: Pending zoning & residential comments. Rejected Review: Residential Review Reviewed By: Toby Hartwell Phone:239-252-2552 Email:Toby.Hartwell@colliercountyfl.gov Correction Comment 1: Please clarify the following: Scope of work is not clear. Please provide a detailed scope of work. FBC-B 8th 2023 107.2.1 - Information on construction documents. Rejected Review: Zoning Review Reviewed By: Stefanie Nawrocki Phone:239-252-2313 Email:Stefanie.Nawrocki@colliercountyfl.gov Correction Comment 1: Please labled all of the "rooms" they need to state what their uses are. EXHIBIT - 023 - PAGE - 001 ATTENTION: Collier County Plan Review and Inspections routinely reviews all outstanding permit applications in order to determine their status. The review process includes appropriate responses from the permit applicant when the permit cannot be approved. When the applicant is advised of deficiencies and does not respond within 180 days with corrected plans or an appeal to the Code Enforcement Board, the permit application will become Void as per Collier County Ordinance 2002-01, Section, 104.5.1.1 to 104.5.1.4 (as amended). EXHIBIT - 023 - PAGE - 002 y};«847pA Kristen Jasinski <kristen@naplesfloridavacationhomes.com> Ilow up Question to your Corrections Letter for 2225 23rd Street SW PRFH2O24104123201 `imessage Kristen Jasinski <kristen@jasinskibuilders.com> To: toby.hartwell@colliercountyfl.gov Wed, Nov 20, 2024 at 10:46 PM Hello Toby, First off, let me say that this is an After -the -Fact Permit and application to upgrade electrical service and modify existing electrical. The original house was built in the late 1990s. There are variances to how the house was originally built. With different owners over the years and unpermitted changes, this is largely an after -the -fact permit application. In addition, the scope of work includes upgrading the electrical work (new work which will be done forthcoming). Your Correction Comment says: Please clarify the following: Scope of Work is not clear. Please provide detailed scope of work. On Page A-4.1 there is a Scope of Work which details what was done room by room. For example: Note #1. Storage 01. (pertains to the room labeled Storage 01 - rear left side of property) removed existing cabinetry and plumbing capped off existing drains and water lines replaced window w/ same width window & replaced CMU block below window..... etc. We had all of these comments embedded onto sheet A-4. At the advice of Cronin Engineering who stamped the plans, we moved everything to a separate sheet because it was so difficult to read with so many comments. In each of the respective rooms on sheet A-4 - there is a note referencing you to Sheet A-4.1 with a specific Note # . This tells you what specifically was done in that space. Your comment is vague so I thought an explanation on how to refer to the plans would be helpful. Please clarify if this helps you understand how the scope of work has already been provided. Or, please provide more specifics on how you want it reflected. What's not clear? It is a very large plan for a massive home. If it would be more helpful to meet in person I would be happy to stop by the development department. ,egards, Kristen Jasinski Certified Residential Building Contractor# CRC1333281 JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com EXHIBIT - 024 - PAGE - 001 VACATION Kristen Jasinski <kristen@naplesfioridavacationhomes.com> Fwd: Correspondence from Growth Management Division - Corrections Letter EPR - Outstanding Corrections (PRFH2O241041232) 1 message Kristen Jasinski <kristen@jasinskibuilders.com> Wed, Nov 20, 2024 at 5:00 PM To: Derek Cronin<dcronin@croninengineering.com>, Joe Proctor<jproctor@croninengineering.com>, Brian Palkovic NaplesArchitect <brian@archteriordesign.com> Gentlemen, Attached please see comments from County with respect to 2225 23rd Street SW. I have sent an email to Toby Hartwell to explain to him/her that the Scope of Work details are on A-4.1 and each comment refers to specific areas of the house. With respect to Stefanie Nawrocki's comment form the Zoning Review, Brian please update file to change room numbers as follows: 3 - Work Out Room or Guest Bedroom 6 - Bedroom 7 - In-law Suite Bedroom (for room with window) - to the room between Bedroom and bathroom - give it a new label ' 7 - In-law Suite Sitting Room" 8A - Baby's room 8B - Nanny's room 10 - Bedroom 11 - Primary Bedroom 12 - Guest Suite Any thoughts on what they might be asking for with respect to scope of work. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 (�A6�5K�1i ;'�--BI11LDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com ---------- Forwarded message--------- From:<CityViewDoNotReply@colliercountyfl.gov> EXHIBIT - 025 - PAGE - 001 17AOi#!tlON Kristen Jasinski <kristen@naplesfioridavacationhomes.com> RE: Correspondence from Growth Management Division - Corrections Letter EPR - Outstanding Corrections (PRFH2O241041232) 1 message Joe Proctor <JProctor@croninengineering.com> Thu, Nov 21, 2024 at 5:25 PM To: Kristen Jasinski <kristen@jasinskibuilders.com>, Jose Gonzalez<jonzalez@croninengineering.com> Cc: Brian Palkovic NaplesArchitect <brian@archteriordesign.com>, Derek Cronin <DCronin@croninengineering.com> Hey Kristen, We will get this esealed as soon as Brian gets the changes to us. You may need to also discuss the scope of work comment with them to see exactly what they want stated in permitting. Jose Please updated the labels on the panel layout to reflect kristens changes Joe Proctor `�•CRONIN E N G I N E E R I N G EIT 6627 Willow Park Drive, Suite 201 Naples, FL 34109 (239)593-2157 JProctor@croninengineering.com From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Wednesday, November 20, 2024 5:01 PM To: Derek Cronin <DCronin@croninengineering.com>; Joe Proctor <JProctor@croninengineering.com>; Brian Palkovic NaplesArchitect <brian@archteriordesign.com> Subject: Fwd: Correspondence from Growth Management Division - Corrections Letter EPR - Outstanding Corrections (PRFH2O241041232) Gentlemen, Attached please see comments from County with respect to 2225 23rd Street SW. EXHIBIT - 026 - PAGE - 001 FXCA?IDA Kristen Jasinski <kristen@naplesfloridavacationhomes.com> okwk rmit Application PRFH2O24104123201 - 2225 23rd Street SW 'Ii'message Kristen Jasinski <kristen@jasinskibuilders.com> Fri, Dec 6, 2024 at 11:13 PM To: Robert Moore <Robert.Moore@colliercountyfl.gov>, tobyhartwell@colliergov.net, toby.hartwell@colliercountyfl.gov Cc: Thomas Messer<thomas.messer@colliercountyfl.gov>, Derek Cronin<dcronin@croninengineering.com>, Joe Proctor <jproctor@croninengineering.com> Mr. Moore, With reference to the above permit application, can we schedule a face-to-face meeting to clarify how we should revise the plans to make the scope of work more clear? This is an after -the -fact permit application which makes preparing logical drawings somewhat challenging. In the Corrections letter dated November 20, 2024, Mr. Hartwell indicated that the Scope of Work was not clear. Although Sheet 4.1-A provides extensive details it is clear your team is having a hard time making sense of the drawings as presented. I have conferred at length with Derek Cronin and his team at Cronin Engineering. All of us are unclear as to how we might best present the information so that it is more easily understood by your review department. I hope a face-to-face meeting can help us revise the plans to your satisfaction to get all on the same page in a more productive manner. I can meet according to your availability anytime after 11am on Monday, 12/9, Tuesday, 12/10 or Wednesday 12/11. Thereafter I will not be able to meet until mid -to -late January as I will be overseas. Do let me know a time convenient for you. I look forward to a meeting to gain better clarification. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 4 B JILDERS Jasinski Builders, LLC _805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com PS - I have reached out to Mr. Hartwell several times by email and by leaving a voicemail and have not heard back. I stopped in Friday 12/6 to try and discuss in person and spoke with Mr. Tom Messer. He provided your cards. I noticed the email address on Toby's business card is different than what is populated in the Corrections letter. EXHIBIT - 027 - PAGE - 001 Multiple Client visits with the review department, voicemails left to discuss "unclear scope of work" from November 20, 2025 Collier County Outstanding Corrections Report EXHIBIT - 028 - PAGE - 001 pAC 1.11VA Kristen Jasinski <kristen@napiesfioridavacationhomes.com> Re: Correspondence from Growth Management Division - Corrections Letter EPR - Outstanding Corrections (PRFH2O241041232) 1 message Kristen Jasinski <kristen@jasinskibuilders.com> Mon, Dec 23, 2024 at 9:50 AM To: Brian Palkovic <brian@archteriordesign.com> Brian, I'll get back to you on this in mid January. I'm trying to get a meeting with them. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 5Gfi�K�li d-�l ��JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Mon, Dec 23, 2024 at 2:55 PM Brian Palkovic <brian@archteriordesign.com> wrote: Hello, I have no clue what they mean about the scope of work, can't be any more specific. Do you want me to delete sheetA9 on this set of drawings? Thank you, Brian Palkovic NCIDQ Lic. No. ID6020 ARCHTERIOR DESIGN 239-777-4136 On Wed, Nov 20, 2024 at 5:01 PM Kristen Jasinski <kristen@jasinskibuilders.com> wrote: Gentlemen, Attached please see comments from County with respect to 2225 23rd Street SW. I have sent an email to Toby Hartwell to explain to him/her that the Scope of Work details are on A-4.1 and each comment refers to specific areas of the house. With respect to Stefanie Nawrocki's comment form the Zoning Review, Brian please update file to change room numbers as follows: 3 - Work Out Room or Guest Bedroom 6 - Bedroom EXHIBIT - 029 - PAGE - 001 7 - In-law Suite Bedroom (for room with window) - to the room between Bedroom and bathroom - give it a new label 7 - In-law Suite Sitting Room" 8A - Baby's room 8B - Nanny's room 10 - Bedroom 11 - Primary Bedroom 12 - Guest Suite Any thoughts on what they might be asking for with respect to scope of work. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 :::--- BUJILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com ---------- Forwarded message-------- From:<CityViewDoNotReply@colliercountyfl.gov> Date: Wed, Nov 20, 2024 at 9:06AM Subject: Correspondence from Growth Management Division - Corrections Letter EPR - Outstanding Corrections (PRFH2O241041232) To: <kristen@naplesfloridavacationhomes.com> PDF attached to email. This email was sent from Collier County, FL - 2024.3.6. EXHIBIT - 029 - PAGE - 002 PRCRTIOR Kristen Jasinski <kristen@napiesfloridavacationhomes.com> Permit Application PRFH2O24104123201 - 2225 23rd Street SW 'Irmessage Kristen Jasinski <kristen@jasinskibuilders.com> Fri, Jan 31, 2025 at 3:37 PM To: Robert Moore <Robert.Moore@colliercountyfl.gov>, tobyhartwell@coiliergov.net, toby.hartwell@colliercountyfl.gov Cc: Thomas Messer <thomas.messer@colliercountyfl.gov>, Derek Cronin<dcronin@croninengineering.com>, Joe Proctor <jproctor@croninengineering.com> Gentlemen, I am following up with an additional request to meet with respect to the After -the -Fact permit application for 2225 23rd Street SW. In your corrections letter dated November 20th, it was indicated that the scope of work was unclear. Sheet A-4.1 provides a detailed scope of work as it pertains to comments on Sheet A-4. We are please that the permit for new accessory structure to house the well house and water treatment equipment has been approved. However, we cannot proceed with building it without having electricity. Electrical work is incorporated together with the plans for the main house and overall property. We are eager to satisfy the County's requirements and will greatly appreciate a meeting or phone call to help us better understand how the scope of work is unclear or how the plans should be revised. I look forward to hearing from you soon. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 j ' �'-*LDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 Cell: 847-902-9133 Kristen@JasinskiBuilders.com On Fri, Dec 6, 2024 at 5:13 PM Kristen Jasinski <kristen@jasinskibuilders.com> wrote: Mr. Moore, With reference to the above permit application, can we schedule a face-to-face meeting to clarify how we should revise the plans to make the scope of work more clear? This is an after -the -fact permit application which makes preparing logical drawings somewhat challenging. In the Corrections letter dated November 20, 2024, Mr. Hartwell indicated that the Scope of Work was not clear. Although Sheet 4.1-A provides extensive details it is clear your team is having a hard time making sense of the drawings as presented. I have conferred at length with Derek Cronin and his team at Cronin Engineering. All of us are unclear as to how we might best present the information so that it is more easily understood by your review department. I hope a face-to-face meeting can help us revise the plans to your satisfaction to get all on the same page in a more productive manner. I can meet according to your availability anytime after 11am on Monday, 12/9, Tuesday, 12/10 or Wednesday 12/11. Thereafter I will not be able to meet until mid -to -late January as I will be overseas. Do let me know a time convenient for you. I look forward to a meeting to gain better clarification. Regards, Kristen Jasinski Certified Residential Building Contractor# CRC1333281 T BLIILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com PS - I have reached out to Mr. Hartwell several times by email and by leaving a voicemail and have not heard back. I stopped in Friday 12/6 to try and discuss in person and spoke with Mr. Tom Messer. He provided your cards. I noticed the email address on Toby's business card is different than what is populated in the Corrections letter. EXHIBIT - 030 - PAGE - 001 Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders,com On Fri, Jan 31, 2025 at 12:49PM Robert Moore<Robert.Moore@colliercountyfl.gov> wrote: Good afternoon Kristen, Next week we are available Monday at 1:00, Tuesday and Wednesday at 11:00 Robert Moore Site Plans Reviewer II Building Plan Review & Inspection Office:239-252-5705 Collier Count, Robert.Moore@colliercountyfl.gov 93 MOM How are we doing? Please Click here to fill out a Customer Survey. We appreciate your Feedback! From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Friday, January 31, 2025 9:37 AM To: Robert Moore <Robert.Moore@colliercountyfl.gov>; Toby Hartwell <Toby.Hartwell@colliercountyfl.gov>; Toby Hartwell <Toby. Hartwell@colliercountyfl.gov> Cc: Thomas Messer <Thomas.Messer@colliercountyfl.gov>; Derek Cronin<dcronin@croninengineering.com>; Joe Proctor <j p roctor@cron i neng inee ring. com> Subject: Re: Permit Application PRFH2O24104123201 - 2225 23rd Street SW EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Gentlemen, I am following up with an additional request to meet with respect to the After -the -Fact permit application for 2225 23rd Street SW. In your corrections letter dated November 20th, it was indicated that the scope of work was unclear. Sheet A-4.1 provides a detailed scope of work as it pertains to comments on SheetA-4. We are please that the permit for new accessory structure to house the well house and water treatment equipment has been approved. However, we cannot proceed with building it without having electricity. Electrical work is incorporated together with the plans for the main house and overall property. We are eager to satisfy the County's requirements and will greatly appreciate a meeting or phone call to help us better understand how the scope of work is unclear or how the plans should be revised. I look forward to hearing from you soon. EXHIBIT - 030 - PAGE - 002 @Chuck Marinos - thank you for your assistance to help facilitate finally getting a meeting with Robert & Myron. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 �'�BZJILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Fri, Jan 31, 2025 at 4:41 PM Joe Proctor <JProctor@croninengineering.com> wrote: Hello Kristen Derek and I can attend the meeting on Wednesday at 11 Joe Proctor CRONIN E N G I N E E R I N G EIT 6627 Willow Park Drive, Suite 201 Naples, FL 34109 (239)593-2157 JProctor@croninengineering.com From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Friday, January 31, 2025 1:02 PM To: Robert Moore <Robert.Moore@ collie rcountyfl.gov> Cc: Myron Jacobs <Myron.Jacobs@colliercountyfl.gov>; Miranda Paredes <Miranda.Paredes@colliercountyfl.gov>; Derek Cronin <DCronin@croninengineering.com>; Joe Proctor <JProctor@croninengineering.com> Subject: Re: Permit Application PRFH2O24104123201 - 2225 23rd Street SW Robert, Thank you for your reply. I would like the engineer to join in our meeting. I hope to have an confirmed time for you by end of day today. Derek / Joe - please confirm when you can join us at the Development Department discuss necessary improvements to plans for 2225 23rd Street SW. EXHIBIT - 030 - PAGE - 003 vRcRTIOR Kristen Jasinski <kristen@naplesfloridavacationhomes.com> RE: Permit Application PRFH2O24104123201 - 2225 23rd Street SW 1 message Joe Proctor <JProctor@croninengineering.com> Fri, Jan 31, 2025 at 4:41 PM To: Kristen Jasinski <kristen@jasinskibuilders.com>, Robert Moore <Robert. Moore@colliercou ntyfl.gov>, Derek Cronin <DCronin@croninengineering.com> Cc: Myron Jacobs <Myron.Jacobs@colliercountyfl.gov>, Miranda Paredes <Miranda.Paredes@colliercountyfl.gov> Hello Kristen Derek and I can attend the meeting on Wednesday at 11 Joe Proctor CRON I N ENGINEERING EIT 6627 Willow Park Drive, Suite 201 Naples, FL 34109 (239)593-2157 JProctor@croninengineering.com From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Friday, January 31, 2025 1:02 PM To: Robert Moore<Robert. Moo re@coll iercou ntyfl.g ov> Cc: Myron Jacobs <Myron.Jacobs@colliercountyfl.gov>; Miranda Paredes <Miranda.Paredes@colliercountyfl.gov>; Derek Cronin <DCronin @croninengineering.com>; Joe Proctor <JProctor@croninengineering.com> Subject: Re: Permit Application PRFH2O24104123201 - 2225 23rd Street SW Robert, Thank you for your reply. I would like the engineer to join in our meeting. I hope to have an confirmed time for you by end of day today. Derek / Joe - please confirm when you can join us at the Development Department discuss necessary improvements to plans for 2225 23rd Street S W. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1 333281 J�&S4L-'5& 'JILDERS EXHIBIT - 031 - PAGE - 001 ""' " u Kristen Jasinski <kristen@naplesfloridavacationhomes.com> ��rcamxo �aS� 2225 23rd Street SW 1 message Kristen Jasinski <kristen@jasinskibuilders.com> Fri, Jan 31, 2025 at 9:42 AM To: Brian Palkovic NaplesArchitect <brian@archteriordesign.com> Cc: Derek Cronin <dcronin@croninengineering.com>, Joe Proctor<jproctor@croninengineering.com> Brian / Derek / Jae, Well we have some good news. The County approved our permit application to build the new accessory structure (and to demo the old structure). Tough to move forward though with that when you don't have electricity!!! With respect to the main house after the fact permit application which includes electrical, back in December I visited the County and met briefly with Tom Messer to try to get some answers with respect to what was unclear about the unclear scope of work. Mr. Messer suggested I request a meeting with Rob Moore, Toby Hartwell and Tom Messer. I sent an email request on December 6th and have not heard back. I sent yet another one today (copied you). With that said, I have reviewed the latest plans a few times and suggest that changes in the following might be sufficient to clean things up and resubmit. Brian, please work on these changes. Derek & Joe, I'll ask you to review and restamp. Refer to the attached document for changes I suggest making for resubmittal. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 1�G JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, 410 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com 2225 23rd plan updates to clarify scope 013125.pdf 147K EXHIBIT - 032 - PAGE - 001 .` Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Tue, Feb 4, 2025 at 8:05 PM Kristen Jasinski <kristen@jasinskibuilders.com> wrote: Hello, Please confirm if we are meeting at 1lam on Wednesday? Regards, Kristen Jasinski Certified Residential Building Contractor# CRC1333281 da's ��A BUJ I LD E RS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuiIders.com On Mon, Feb 3, 2025 at 7:32AM Robert Moore<Robert,Moore@colliercountyfl.gov> wrote: Good morning Miranda, Can you please reserve a conference room for Wednesday the 5th at 11:00 if available. Thanks Afinal meeting confirmation will be sent out if conference room is available. Robert Moore Site Plans Reviewer II Building Plan Review & Inspection Office:239-252-5705 Robert.Moore@colliercountyfl.gov How are we doing? Please Click here to fill out a Customer Survey. We appreciate your Feedback! Z. Collier County o OL® From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Friday, January 31, 2025 6:02 PM To: Robert Moore <Robert. Moore@ coll iercountyfl.gov> Cc: Derek Cronin<DCronin@croninengineering.com>; Myron Jacobs <Myron.Jacobs@collie rcountyfl.gov>; Miranda Paredes <Miranda.Paredes@ colliercountyfl.gov>; Joe Proctor<jproctor@croninengineering.com>; Charles Marinos <Charles.Marinos@ colliercountyfl.gov> Subject: Re: Permit Application PRFH2O24104123201 - 2225 23rd Street SW EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Robert, This confirms we will meet with you on Wednesday, February 5th at 11am to discuss the after -the -fact permit for 2225 23rd Street SW. Derek Cronin and Joe Proctor of Cronin Engineering will join us. EXHIBIT - 033 - PAGE - 001 Jasinski Builders, LLC I%- 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Tue, Feb 4, 2025 at 8:05 PM Kristen Jasinski <kristen@jasinski builders. com> wrote: Hello, Please confirm if we are meeting at 1lam on Wednesday? Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 RS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Mon, Feb 3, 2025 at 7:32AM Robert Moore<Robert. M oore@colliercountyfl.gov> wrote: Good morning Miranda, Can you please reserve a conference room for Wednesday the 5th at 11:00 if available. Thanks A final meeting confirmation will be sent out if conference room is available. Robert Moore Site Plans Reviewer II Building Plan Review & Inspection Office:239-252-5705 Robert.Moore@colliercountyfl.gov How are we doing? Please Click here to fill out a Customer Survey. We appreciate your Feedback! - C- Collie- Couzlty G E @CM From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Friday, January 31, 2025 6:02 PM To: Robert Moore <Robert.Moore@ coil iercountyfl.gov> Cc: Derek Cronin <DCronin@croninengineering.com>; Myron Jacobs <Myron.Jacobs@colliercountyfl.gov>; Miranda Paredes <Miranda.Paredes@colliercountyfl.gov>; Joe Proctor<jproctor@croninengineering.com>; Charles Marinos <Charles. Mari nos 9 colliercountyfl.gov> Subject: Re: Permit Application PRFH2O24104123201 - 2225 23rd Street SW EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Robert, This confirms we will meet with you on Wednesday, February 5th at 11am to discuss the after -the -fact permit for 2225 23rd Street SW. Derek Cronin and Joe Proctor of Cronin Engineering will join us. EXHIBIT - 034 - PAGE - 001 ?TSCIi?IAA ,: 2225 23rd Street SW 'message Kristen Jasinski <kristen@jasinskibuilders.com> To: Brian Palkovic NaplesArchitect <brian@archteriordesign.com> Brian, Kristen Jasinski <kristen@naplesfioridavacationhomes.com> Wed, Feb 5, 2025 at 2:04 PM Cronin and 1 are meeting with the Building department officials today at 11 am to get clarity on scope of work for Knick plans. Will send more details after our meeting. Also, on the construction documents we have to indicate: FBC-B Sth 2023 107.2.1 on construction documents. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 J�JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S. #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Fri, Jan 31, 2025 at 9:42AM Kristen Jasinski <kristen@jasinskibuilders.com> wrote: Brian / Derek / Joe, Well we have some good news. The County approved our permit application to build the new accessory structure (and to demo the old structure). Tough to move forward though with that when you don't have electricity!!! With respect to the main house after the fact permit application which includes electrical, back in December I visited the County and met briefly with Tom Messer to try to get some answers with respect to what was unclear about the unclear scope of work. Mr. Messer suggested I request a meeting with Rob Moore, Toby Hartwell and Tom Messer. I sent an email request on December 6th and have not heard back. I sent yet another one today (copied you). With that said, I have reviewed the latest plans a few times and suggest that changes in the following might be sufficient to clean things up and resubmit. Brian, please work on these changes. Derek & Joe, I'll ask you to review and restamp. Refer to the attached document for changes I suggest making for resubmittal. Regards, Kristen Jasinski Certified Residential Building Contractor# CRC1333281 `-�BZJILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com EXHIBIT - 035 - PAGE - 001 In Person Meeting with Robert Moore and Byron Jacobs (Collier County) EXHIBIT - 036 - PAGE - 001 VACATIOM 1i4 ,: 2225 23rd Street SW �"rmessage Kristen Jasinski <kristen@jasinskibuilders. com> To: Brian Palkovic <brian@archteriordesign.com> Kristen Jasinski <kristen@naplesfloridavacationhomes.com> okay - let me gather my wits together and send you separate details where we changed exterior walls. Thu, Feb 20, 2025 at 3:37 PM Do you have a typical interior wall section you can copy and paste from another project? Wood framing - double top plate (if load bearing), pressure treated ! wolmanized plate on the bottom where it meets concrete - some detail to show how doors get framed out? Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 d4l?s � B JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Thu, Feb 20, 2025 at 9:07AM Brian Palkovic <brian@archteriordesign.com> wrote: hey! sorry all that is happening with you. i do not know cronin personally or anyone over there so i have nothing to say. i do not know brian. yes i can draw the sections. I will need to know what kind of Tooter you had for the exterior block, and any rebar info that was put into the wall, any other details of how the walls were constructed will help. you can vent to me anytime! Thank you, Brian Palkovic NCIDQ Lic, No. ID6020 ARCHTERIOR DESIGN 239-777-4136 On Wed, Feb 19, 2025 at 4:41 PM Kristen Jasinski <kristen@jasinskibuilders.com> wrote Hi Brian, I met with the big wigs at the county about 2 weeks back with Derek Cronin and Joe Proctor from his team Not much of a take away except to say that I think the revisions I sent you on January 31 st are all decent and fair so please proceed with the changes I attached to that most recent email. In addition, from the meeting they indicated we should do some wall sections where we changed exterior walls. I have followed up with Cronin and I'm not getting any response - such a drag on one's energy. They also haven't lifted a finger since our meeting nor are they responding to my calls. Do you have any experience doing wall sections? I was thinking I can go to the property and draw something up for you which can get added to the plans. Another thought is that I might have another architect help with that. Do you know Brian Leaders by chance? Since there is a code enforcement case I have to show a good faith effort that I am trying to work to resolve things. I also want to put this behind me so I can consider do other things with the property. Cronin has had the corrections letter since November and they haven't lifted a finger except to show up a meeting with the big wigs which I arranged and spent his time just bullshitting them. Thanks for letting me vent. Just go ahead and make the changes which 1 attached to the 1/31 email Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 `��BZJILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 EXHIBIT - 037 - PAGE - 001 Multiple verbal and written communication between Client and Brian Palkovic relating to drawings and, in turn, multiple communications with Cronin Engineering relating to updated drawings "including emails, text messages, and meetings" EXHIBIT - 038 - PAGE - 001 DACATIVY 'JY4�4R8i' Kristen Jasinski <kristen@naplesfloridavacationhomes.com> ;: Permit Application PRFH2O24104123201 - 2225 23rd Street SW message Kristen Jasinski <kristen@jasinskibuilders.com> Mon, Apr 21, 2025 at 5:40 PM To: Robert Moore <Robert. Moore@colliercou ntyfl.gov> Cc: Charles Marinos <charies.marinos@colliercountyfl.gov>, Miranda Paredes <Miranda.Paredes@colliercountyfl.gov>, Myron Jacobs <myron.jacobs@colliercountyfl.gov> Robert! Myron, Please be advised that with reference to Permit No. PRFH2O241041232 for 2225 23rd Street SW, further to our meeting on February 5th, we have uploaded revised plans. I hope the drawings will be to your satisfaction so we can move forward with getting the permit approved, commence inspections and resolve the ongoing code enforcement case. Thank you in advance for your assistance with moving this forward towards resolution. Regards, Kristen Jasinski Certified Residential Building Contractor# CRC1333281 we B JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com �n Tue, Feb 4, 2025 at 8:11 PM Kristen Jasinski <kristen@jasinskibuilders.com> wrote: Miranda, Please disregard my meeting confirmation request. I now see the separate meeting invitation you sent and look forward to the meeting. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 TB�JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Tue, Feb 4, 2025 at 8:05 PM Kristen Jasinski <kristen@jasinskibuilders. com> wrote: Hello, Please confirm if we are meeting at 11 am on Wednesday? Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com EXHIBIT - 039 - PAGE - 001 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT I BUILDING REVIEW & INSPECTIONS 2800 N. Horseshoe Drive, Naples FL 34104 1 Permit Outtake (239) 252-2428 Incomplete Resubmittal Notice April 22, 2025 Kristen Jasinski RE: Permit Number: PRFH2O241041232 Description: After -the -fact permit for variences between how building was permitted in 1998/1999, and incorporates various modifications made over the years under the same roof (no additions), (separate permit:demolish unpermitted well house, relocation of well house to new location) and construction of, upgrade electrical service. (ref. PRAC20241042897/PRDM20241042895 CESD20240001061,CESD20240001058) 2225 23rd ST SW, Naples A sufficiency review of the resubmittal package for the above referenced application indicates the following items are deficient. These items will need to be submitted as soon as possible so that we may continue to process your correction: In accordance with F.S. (2024), Section 553.792(1),"the applicant has 10 business days after receiving the written notice to submit revisions to correct the permit application and that failure to correct the application within 10 business days will result in a denial of the application", unless applicant agrees to a longer period in writing. You can upload your signed "Waiver" Located Here to the "Waiver of review time limits" condition with your submittal addressing the outstanding comments. Corrections Response Letter - Please provide a Corrections Response Letter, itemizing your responses to correspond with each rejection comment from the Corrections Letter. In your response letter, indicate the corrections made and the document and/or page where it can be found or acknowledge your compliance with the request. There is no specific form used for this letter, your response can be recorded on a blank document/sheet of paper. EXHIBIT - 040 - PAGE - 001 Collier County Need Help? GMCD Public Portal WAIVER OF REVIEW TIME LIMITS FOR APPLICATIONS This form can be uploaded to the portal under conditions F.S. SECTION 553.792(1) Re: Building Permit #: :PP r �"� 2 C' T>' 23 Z Date. - Applicant hereby elects to waive the time limits stated under F.S. (2024) Section 553.792(1)(a) through (g) to ensure that the building permit application is not denied as required in said section and to extend the review process as necessary. Printed Name Waiver of Review Time Limits for Applications 1.1.2025 Applicant Signature Growth Management Community Development • Operations & Regulatory Management 2800 North Horseshoe Drive • Naples, FL 34104 • 239-252-2400 • www.rollicrcountvfl.Qov/ Page 1 of 1 EXHIBIT - 041 - PAGE - 001 1/5/26, 3:17 PM Statutes & Constitution :View Statutes : Online Sunshine The 2025 Florida Statutes Select Year: 2025 v (GoJ Title XXXIII Chapter 553 View Entire REGULATION OF TRADE, COMMERCE, INVESTMENTS, BUILDING CONSTRUCTION Chapter AND SOLICITATIONS STANDARDS 553.792 Building permit application to local government.— (1)(a) A local government must approve, approve with conditions, or deny a building permit application after receipt of a completed and sufficient application within the following timeframes, unless the applicant waives such timeframes in writing: 1. Within 30 business days after receiving a complete and sufficient application, for an applicant using a local government plans reviewer to obtain the following building permits if the structure is less than 7,500 square feet: residential units, including a single-family residential unit or a single-family residential dwelling, accessory structure, alarm, electrical, irrigation, landscaping, mechanical, plumbing, or roofing. 2. Within 60 business days after receiving a complete and sufficient application, for an applicant using a local government plans reviewer to obtain the following building permits if the structure is 7,500 square feet or more: residential units, including a single-family residential unit or a single-family residential dwelling, accessory structure, alarm, electrical, irrigation, landscaping, mechanical, plumbing, or roofing. 3. Within 60 business days after receiving a complete and sufficient application, for an applicant using a local government plans reviewer to obtain the following building permits: signs or nonresidential buildings that are less than 25,000 square feet. 4. Within 60 business days after receiving a complete and sufficient application, for an applicant using a local government plans reviewer to obtain the following building permits: multifamily residential, not exceeding 50 units; site -plan approvals and subdivision plats not requiring public hearing or public notice; and lot grading and site alteration. 5. Within 12 business days after receiving a complete and sufficient application, for an applicant using a master building permit consistent with s. 553.794 to obtain a site -specific building permit. 6. Within 10 business days after receiving a complete and sufficient application, for an applicant for a single- family residential dwelling applied for by a contractor licensed in this state on behalf of a property owner who participates in a Community Development Block Grant -Disaster Recovery program administered by the Department of Commerce, unless the permit application fails to satisfy the Florida Building Code or the enforcing agency's taws or ordinances. However, the local government may not require the waiver of the timeframes in this section as a condition precedent to reviewing an applicant's building permit application. (b) A local governrnent must rneet the tirnefrarnes set forth in this section Far reviewing buildirrg permit applications unless the timeframes set by local ordinance are more stringent than those prescribed in this section. 1(c) After an applicant submits an application to the local government, the local government must provide written notice to the applicant within 5 business days after receipt of the application advising the applicant what information, if any, is needed to deem or determine that the application is properly completed in compliance with the filing requirements published by the local government. If the local government does not provide timely written �. notice that the applicant has not submitted the properly completed application, the application is automatically deemed or determined to be properly completed and accepted. https://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_ Statute&Search_String=&URL=0500-0599/0553/Sections/0553.792.html 1 /2 EXHIBIT - 041 - PAGE - 002 L 1/5/26, 3:17 PM Statutes & Constitution :View Statutes : Online Sunshine 1(d) A local government shall maintain on its website a policy containing procedures and expectations for expedited processing of those building permits and development orders required by law to be expedited. (e) If a local government fails to meet a deadline under this subsection, it must reduce the building permit fee by 10 percent for each business day that it fails to meet the deadline, unless the parties agree in writing to a reasonable extension of time, the delay is caused by the applicant, or the delay is attributable to a force majeure or other extraordinary circumstances. Each 10-percent reduction shall be based on the original amount of the building permit fee, unless the parties agree to an extension of time. (f) A local enforcement agency does not have to reduce the building permit fee if it provides written notice to the applicant by e-mail or United States Postal Service within the respective timeframes in paragraph (a) which specifically states the reasons the permit application fails to satisfy the Florida Building Code or the enforcing agency's laws or ordinances. The written notice must also state that the applicant has 10 business days after receiving the written notice to submit revisions to correct the permit application and that failure to correct the application within 10 business days will result in a denial of the application. (g) If the applicant submits revisions within 10 business days after receiving the written notice, the local enforcement agency has 10 business days after receiving such revisions to approve or deny the building permit unless the applicant agrees to a longer period in writing. If the local enforcement agency fails to issue or deny the building permit within 10 business days after receiving the revisions, it must reduce the building permit fee by 20 percent for each business day that it fails to meet the deadline unless the applicant agrees to a longer period in writing. (2) If any building permit fees are refunded under this section, the surcharges provided in s. 468.631 or s. 553.721 must be recalculated based on the amount of the building permit fees after the refund. History.—s. 35, ch. 2005-147; s. 63, ch. 2006-1; s. 5, ch. 2021-224; s. 5, ch. 2022-136; s. 38, ch. 2023-17; s. 5, ch. 2024-191, 11 Note. —Section 43, ch. 2023-17, provides: "(1) The Department of Revenue is authorized, and all conditions are deemed met, to adopt emergency rules under s. 120.54(4), Florida Statutes, for the purpose of implementing provisions related to the Live Local Program created by this act. Notwithstanding any other law, emergency rules adopted under this section are effective for 6 months after adoption and may be renewed during the pendency of procedures to adopt permanent rules addressing the subject of the emergency rules. "(2) This section expires July 1, 2026." Copyright 0 1995-2026 The Florida Legislature • Privacy Statement • Contact Us https://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&Search_String=&URL=0500-0599/0553/Sections/0553.792.htmi 2/2 EXHIBIT - 041 - PAGE - 003 BJ I LD E RS April 24, 2025 Collier County Building Department RE: Response to Incomplete Resubmittal Notice PRFH20241041232 To Whom It Concern, The revised plans submitted April 21, 2025 address matters noted in an Outstanding Corrections notice dated November 20, 2024. Plan reviewer Mr. Toby Hartwell commented that the Scope of Work was not clear. A detailed scope of work was in -fact provided in prior version on Sheet A-4.1, we were unclear of the ask. After many unsuccessful attempts to reach Mr. Hartwell and to inquire with others in the plan review department, ultimately we had a subsequent meeting with Mr. Robert Moore and Mr. Byron Jacobs on February 5th, 2025. In that meeting Mr. Moore requested wall sections to show how exterior walls were modified. The plans uploaded on April 21, 2025 address: Further changes in wording in an attempt to further clarify the scope of work. All changes to plans have been clouded accordingly. Though a scope of work was provided on Sheet A-4.1, we have changed or added some wording for plan reviewer to better understand documents. Also, because this structure is so large, on Sheet A-4, please note that all significant areas are labeled with a number in the middle of a rectangle. The numbers start with [ 1 ] in the top left and gradually increase in a "U" configuration ending with [ 12 ] in the top right. The boxed number correspond to specific Scope of Work on Sheet A-4.1. Also on Sheet A-4, we make note of a specific Note # of Sheet A-4.1 to indicate a description of work which pertains to this particular area. 2805 Horseshoe Drive S, #10, Naples, FL 34104 239-231-1166 EXHIBIT - 042 - PAGE - 001 B JILDERS 2. We also relabeled names of rooms to state their intended use. This addresses comment made by Zoning Reviewer, Ms. Stefanie Nawrocki in the Corrections letter dated November 20, 2024 3. As per Mr. Robert Moore's request in our meeting on February 5th, wall sections were added on sheet A-10 & A-11 to detail changes to any exterior walls. 4. The electrical portion of work is uploaded in a separate file. No changes have been made to the electrical plan. Since this separate file is meant to accompany the building plan, a new copy was uploaded for quick easy reference so county staff didn't have to go back looking for the plans or mistakenly assume that electrical plans were not included. Electrical plans incorporate after -the -fact work and application for new work to upgrade service and provide service to new well house (under approved permit application PRAC20241042897) If I can address further questions or concerns, please contact me at: 847-902-9133 or kristen ajasinskibuilders.com. We hope we can soon conclude the plan review portion of this project. Sincerely, C�44� Kristen Jasinski License # CRC1333281 2805 Horseshoe Drive S, #10, Naples, FL 34104 239-231-1166 EXHIBIT - 042 - PAGE - 002 VACATIQA Kristen Jasinski <kristen@naplesfloridavacationhomes.com> idO. Permit Application PRFH2O24104123201 - 2225 23rd Street SW I—rmessage Kristen Jasinski <kristen@jasinskibuilders.com> Wed, May 21, 2025 at 10.59 PM To: Robert Moore<Robert. Moore@col liercou ntyfl.gov> Cc: Charles Marinos<charles.marinos@colliercountyfl.gov>, Miranda Paredes <Miranda.Pared es@colliercountyfl.gov>, Myron Jacobs <myron.jacobs@colliercountyfl.gov> Hello Robert & Myron, With respect to 2225 23rd Street SW, PRFH2O241041232, we last uploaded documents on April 24, 2025. This was subsequent to our meeting with you in early February where you requested some additional changes to the plans after receiving a very vague corrections letter from Toby Hartwell in November 2024. We first submitted plans in October 2024 and have expended much effort and expense to move towards resolving a code enforcement action brought against the property owner. Can we ask who is reviewing the plans and when we might expect to receive a response? Regards, Kristen Jasinski Certified Residential Building Contractor# CRC1333281 �""JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com L, Jn Mon, Apr 21, 2025 at 11:40AM Kristen Jasinski <kristen@jasinskibuilders.com> wrote: Robert / Myron, Please be advised that with reference to Permit No. PRFH2O241041232 for 2225 23rd Street SW, further to our meeting on February 5th, we have uploaded revised plans. I hope the drawings will be to your satisfaction so we can move forward with getting the permit approved, commence inspections and resolve the ongoing code enforcement case. Thank you in advance for your assistance with moving this forward towards resolution. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 , B�JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Tue, Feb 4, 2025 at 8:11 PM Kristen Jasinski <kristen@jasinskibuilders.com> wrote: Miranda, Please disregard my meeting confirmation request. I now see the separate meeting invitation you sent and look forward to the meeting. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 '�B JILDERS EXHIBIT - 043 - PAGE - 001 COLLIER COUNTY GOVERNMENT .� GROWTH MANAGEMENT DEPARTMENT / BUILDING REVIEW & INSPECTION DIVISION 2800 N. Horseshoe Drive, Naples FL 34104 * Phone (239) 252-2428 Outstanding Corrections Date: May 22, 2025 Contact Name: Kristen Jasinski Address: 2805 Horseshoe Drive S, #10 City, State Zip: Naples, FL 34104 Dear Applicant: PERMIT NO: PRFH2024104123201 APPLICATION NO: PRFH2O241041232 JOB SITE ADDRESS: 2225 23rd ST SW, Naples Email:kristen@naplesfloridavacationhomes.com Plans submitted with the referenced permit have been reviewed. We are unable to approve your permit application for the reason(s) indicated below. For Applications Submitted through the GMD E-Permitting Portal: • Resubmittals must be submitted in the same session and the changes must be clouded. • Corrected documents must be submitted as complete files (with the corrected sheets replacing the rejected sheets). Submittals containing just the corrected sheets will be returned as Insufficient. • A written letter of response summarizing the changes made to address each correction comment must be included in your resubmittal. Failure to include a written letter of response will result in a rejection. • After your resubmittal is processed the documents will be reviewed again, additional deficiencies may be identified through this process. JOB DESCRIPTION: After -the -fact permit for variences between how building was permitted in 1998/1999, and incorporates various modifications made over the years under the same roof (no additions), (separate permit:demolish unpermitted well house, relocation of well house to new location) and construction of, upgrade electrical service. (ref. PRAC20241042897/PRDM20241042895 CESD20240001061,CESD20240001058) 2225 23rd ST SW, Naples Rejected Review: Residential Review Reviewed By: Toby Hartwell Phone:239-252-2552 Email:Toby.Hartwell@colliercountyfl.gov Correction Comment 2: "As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide a list of the Florida State Product Approval or Miami -Dade Notice of Acceptance for the building components. Please provide an index sheet listing all products being used including: NOA SUBMITTED IS NOT COMPLETE AND PROVIDE A CORRECTED INDEX SHEET WITH ALL WINDOWS AND DOORS INSTALLED. On the index sheet please list the decimal numbers of the products being used. For example: FL20470.4 instead of FL20470- RY Correction Comment 3: FBC-EB 8th 2023 406.1 - Structural, General - Provide a detail showing the repair to the concrete slab, including a note for termite treatment per FBC 2023 R318 following the rough plumbing work. Correction Comment 4: Please provide Energy Calculations (Form R402 or R405) FBC-EC 8th 2023 R101.5 -Compliance 1�_ Rejected Review: Electrical Review EXHIBIT - 044 - PAGE - 001 Reviewed By: Ronald Mongillo Phone:239-252-5741 Email:Ronald.Mongillo@colliercountyfl.gov Correction Comment 1: On drawing E3, riser note K, the #2 EGC appears undersized per 250.122 Correction Comment 2: On drawing E3, it appears that riser note C1 and B1 are mislabeled and the EGC's appear undersized per 250.66. FBC 105.3.2 Time limitation of application. An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith or a permit has been issued. A new permit application will need to be applied for. EXHIBIT - 044 - PAGE - 002 MIAMI•QADE MWAMM DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Santafe Tile Corporation 8825 NW 95' Street Medley, FL 33178 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Santafe Spanish `S' Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 19-1021.30 and consists of pages I through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 21-0614.05 MIAMI-DADE COUNTYM Expiration Date: 02/01/26 Approval Date: 07/01/21 Page l of 5 EXHIBIT - 045 - PAGE - 001 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured by Ladrillera Santafe S.A. in Bogota, Colombia and distributed by Santafe Tile Corporation as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Santafe `S' Clay Roof L = 18" TAS 112 One piece high profile clay roof tile equipped with Tile W = 11.1" Type I two nail holes. For nail -on, batten (4/12 min slope); Thickness = 0.39" Grade I and mortar set and adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, w = varies ridges and valley terminations. Manufactured for varying thickness each tile profile. 2.1 MANUFACTURING LOCATION 1. Bogota, Colombia 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineering, Inc. 94-156-8 TAS 101 Aug. 1994 94-156-9 TAS 102 25-7205-1 TAS 101 March 1995 Project: 07-07-00-91 TAS 100 Sept. 1994 (307023) Redland Technologies 7161-03 TAS 108 Dec. 1991 Appendix II (Nail -On) 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) P 0402 Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails P 0647-01 TAS 108 Aug. 1994 (Mortar Set) P 063 1 -01 PA 108 July. 1994 (Mortar Set) APPROVED NOA No.: 21-0614.05 Expiration Date: 02/01/26 Approval Date: 07/01/21 Page 2 of 5 EXHIBIT - 045 - PAGE - 002 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date Celotex Corporation Testing Services 520305-01 thru 05 PA 102 June 1999 PRI Asphalt Technologies, Inc. SFTC-003-02-01 TAS 101 12/06/02 IBA Consultants, Inc. 2353-70 TAS 101 09/22/03 2353-71 TAS 101 09/22/03 2353-93 ASTM C 1 167 07/18/05 2353-4 Restoring Moment Aug. 1999 American Test Lab of South Florida RT0624.01-15 ASTM C1167-03 07/01/15 RT1008.01-20 ASTM C1167 10/16/20 PRI Construction Material Technologies COPO-002-02-08 TAS 101 10/12/16 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 Mechanically attached tile; minimum slope 4/12. 3.6 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.7 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.8 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 21-0614.05 Expiration Date: 02/01/26 Approval Date: 07/01/21 Page 3 of 5 EXHIBIT - 045 - PAGE - 003 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-[ (ft) Width-w (ft) Santafe 'S' 6.7 1.5 0.958 Table 2: Aerodynamic Multipliers— ),(ft3) Tile Profile % (ft3) Batten Application X (ft3) Direct Deck Santafe 'S' 0.274 0.297 Table 3: Restoring Moments due to Gravity - M9 (ft.-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or grester Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' N/A 5.90 N/A 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 5.00 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck Battens Santafe 'S' 2-10d Ring Shank Nails 21.8 N/A One #8 Screw 29.161.2 N/A Two #8 Screws 38.28' N/A One #8 Screw w/ Clip 57.311.2 N/A Two #8 Screws w/ Clip 57.60' 61.77' 1. Approved screws as noted'Product manufactured by others'. 2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application 3 Minimum Attachment Resistance Santafe 'S' Tile Bond 38.94 Pol set AH 160TM 33.15 3. See manufactures component approval for installation requirements. 4. Paddy placement of 10.4 grams of DuPont de Nemours, Inc. Tile Bond Roof Tile Adhesive 5. Paddy placement of 9.4 grams of ICP Adhesives Polypro AH 160TI Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application 3 Minimum Attachment Resistance Santafe 'S' Pol set AH 160TM 66.5 6 Pol set AH 160TM 63.8 7 DAP Foam Touch N Seal Storm Bond 2 1008 6. Paddy placement of 63 grams of ICP Adhesives Polypro AH 160TM 7. Paddy placement of 24 grams of ICP Adhesives Polypro AH 160TM 8. Paddy placement of 45 grams DAP Foam Touch N Seal Storm Bond 2 NOA No.: 21-0614.05 Expiration Date: 02/01/26 Approval Date: 07/01/21 Page 4 of 5 EXHIBIT - 045 - PAGE - 004 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe 'S' Mortar Set 23.6 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH "S" CLAY ROOF TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING When using one screw �e this hole. "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE MIAMMDADE CODU F119914YR11 NOA No.: 21-0614.05 Expiration Date: 02/01/26 Approval Date: 07/01/21 Page 5 of 5 EXHIBIT - 045 - PAGE - 005 N.— ICC EVALUATION SERVICE" IMES Evaluation Report ES R-4054 Reissued July 2024 Subject to renewal July 2025 This report also contains: CBC Supplement FBC Supplement ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use, There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. © 2024 ICC Evaluation DIVISION: 07 00 00— THERMAL AND MOISTURE PROTECTION Section: 07 30 05— Roofing Felt and Underlayment LLC. All REPORT HOLDER: SENTRY BUILDING INNOVATIONS 1.0 EVALUATION SCOPE EVALUATION SUBJECT: LAPLOCKTM PSU AND ANCHORDECKTM PSU UNDERLAYMENT 1.1 Compliance with the following codes: ■ 2021, 2018, 2015, 2012 and 2009 International Buildinq Code° (IBC) ■ 2021, 2018, 2015, 2012, and 2009 International Residential Code° (IRC) Properties evaluated: ■ Physical properties ■ Water resistance ■ Ice barrier 1.2 Evaluation to the following green code(s) and/or standards: ■ 2022 California Green Building Standards Code (CALGreen), Title 24, Part 11 ■ 2020, 2015, 2012 and 2008 ICC 700 National Green Building Standard" (ICC 700-2020, ICC 700-2015, ICC 700-2012, and ICC 700-2008) Attributes verified: ■ See Section 3.0 W41114* 2.1 Roof Underlayment: The LapLockTm PSU and AnchorDeckTI PSU Underlayment is a self -adhering membrane that is used as an alternative to ASTM D226, Type I and Type II, roofing underlayment specified in IBC Chapter 15 and IRC Chapter 9. 2.2 Ice Barrier: The LapLockTM PSU and AnchorDeckTIM PSU Underlayment is a self -adhering membrane that is used where an ice barrier is specified in IBC Chapter 15 and IRC Chapter 9. 3.0 DESCRiPTION 3.1 LapLockTM PSU LapLockTM PSU Underlayment is a multilayered self -adhering membrane composed of a synthetic top facer sheet and a polymer modified bitumen and a release rfilm on the bottom that is removed prior to attachment to plywood or oriented strand board (OSB) sheathing. The membrane is nominally 50 mils thick [0.050 inch (1.3 mm)], and is available in various sizes and colors. Standard roll size is 36 inches (914 mm) wide by 67 feet (20.7 m) long. Custom lengths and width are available. Page 1 of 5 EXHIBIT - 045 - PAGE - 006 ESR-4054 Most Widely Accepted and Trusted 3.2 AnchorDeckTM PSU Page 2 of 5 AnchorDeckTM PSU Underlayment is a multilayered self -adhering membrane composed of a synthetic top facer sheet and a polymer modified bitumen and a release rfilm on the bottom that is removed prior to attachment to plywood sheathing. The membrane is nominally 40 mils thick [0.040 inch (1.0 mm)] and is available in various sizes and colors. Standard roll size is 36 inches (914 mm) wide by 67 feet (20.7 m) long. Custom lengths and width are available. 3.3 Green Codes: The attributes of the LapLockTM PSU and AnchorDeckTM PSU Underlayment have been verified as conforming to the provisions of (i) CALGreen Section A4.407.5; (ii) ICC 700-2020 Sections 602.1.13, 11.602.1.13, 1202.9 and 13.104.1.7; (iii) ICC 700-2015 and ICC 700-2012 Sections 602.1.13, 11.602.1.13 and 12.5.602.1.14; and (iv) ICC 700-2008 Section 602.10 for ice barriers. Note that decisions on compliance for those areas rest with the user of this report. The user is advised of the project -specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. These codes or standards often provide supplemental information as guidance. 4.0 INSTALLATION 4.1 General: Installation of the underlayment must comply with this report and the report's published installation instructions. The report holder's published installation instructions must be available at the jobsite at all times during the installation. Priorto application of the membrane, the deck surface must be dry, free of frost, dust and dirt, loosefasteners, and other protrusions. Damaged sheathing must be replaced. Installation is limited to plywood and oriented strand board (OSB) substrates for LapLockTM PSU Underlayment. AnchorDeckTM PSU Underlayment is limited to plywood substrates. The membrane must be applied only when the ambient air and substrate temperatures are at or above 40°F (4.40C). The membrane is cut into 10- to 15-foot (3.05 to 4.57 m) lengths and rerolled. The release film is peeled back approximately 1 to 2 feet (0.3 to 0.6 m) and the membrane aligned with the lower edge of the roof and set in place with the printed side facing up. The remainder of the membrane is applied directly to the roof deck by removing the release film and firmly pressing the membrane in place. Alternatively, starting with a full roll of membrane, an approximately 3- to 6-foot (1-2 m) piece of membrane is unrolled while the release liner is left in place. The membrane must be aligned and rolled in the intended direction of membrane application. The release liner on the bottom of the roll is cut carefully in the cross direction without cutting of the membrane. Approximately 6 inches (152 mm) of the release liner in the opposite direction of the intended membrane application must be peeled back, exposing the adhesive. The roll is pulled along the roof deck, leaving the applied membrane on the deck. The membrane is pressed to the roof deck by applying hand pressure followed with a 40 lb (18.2 kg) or heavier pressure roller to smooth and secure the membrane including the overlaps that must be rolled firmly with a seam roller. Subsequent courses of membrane are applied parallel to the eave, from the lower edge of the roof upwards, in a shingle -lap manner. The vertical (end) seams must be overlapped a minimum of 6 inches (152 mm). Horizontal (side) seams must be overlapped a minimum of 3 inches (76 mm) and must run with the flow of water in a shingling effect. The membrane must be installed in sufficient courses to extend up the roof a minimum distance of 24 inches (610 mm) beyond the interior of the exterior wall. The underlayment in the field of the roof must overlap the membrane. If the membrane becomes misaligned, the roll must be cut and restarted. The membrane must be pressed firmly into place, from the center to edge. After application, the membrane must be inspected and any defects repaired. "Fish mouths" must be slit, pressed flat, and covered with a round patch of membrane of sufficient width and length to overlap each side and end of the slit a minimum of 6 inches (152 mm). Flashing around protrusions or metal drip edges must be over the membrane to prevent water backup. Installation of the roof covering can proceed immediately following application of the membrane. The membrane must be covered by an approved roof covering as soon as possible. For reroofing applications, the same procedures apply after removal of the old roof covering and roofing felts to expose the plywood roof deck. EXHIBIT - 045 - PAGE - 007 ES R-4054 RqPiPll Page 3 of 5 Most Widely Accepted and crusted 4.2 Roof Underlayment: LapLockTM PSU and AnchorDeckTM PSU Underlayment must be installed as prescribed in IBC Chapter 15 or IRC Chapter 9 where an ASTM D226, Type I or Type II, underlayment is required. 4.3 Ice Barrier: When used as an ice barrier, the membrane must be installed as prescribed in IBC Chapter 15 and IRC Chapter 9 where an ice barrier is required. The membrane must be installed in sufficient courses to extend up the roof for a minimum distance of 24 inches (610 mm) inside the exterior wall line of the building. When used as roof underlayment in the field of the roof, the underlayment must overlap the ice barrier. 4.4 Flashing: Flashing must be in accordance with the applicable code. Flashing around protrusions must be over the lower course of the underlayment to prevent water backup. When used, metal drip edges must be installed beneath the underlayment at the eaves and over the underlayment at rakes. 5.0 CONDITIONS OF USE: The LapLockTM PSU and AnchorDeckTM PSU Underlayment described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Installation must comply with this report and the report holder's published installation instructions. In the event of a conflict between the report holder's published installation instructions and this report, this report governs. 5.2 Installation of LapLockTM PSU Underlayment is limited to use on plywood and oriented strand board (OSB) substrates on structures located in areas where nonclassified roof coverings are permitted. 5.3 Installation of AnchorDeckTM PSU Underlayment is limited to use on plywood substrates on structures located in areas where nonclassified roof coverings are permitted. 5.4 Installation is limited to roofs having a slope of 2:12 (16.67 percent slope) or greater. 5.5 Installation is limited to use with roof coverings that do not utilize hot asphalt or coal -tar pitch. 5.6 Installation is limited to use with roof coverings that are mechanically fastened through the underlayment to the sheathing or rafters. 5.7 Installation is limited to roofs having attics or rafter spaces that are ventilated, in accordance with the requirements of the applicable code. 5.8 The underlayment and ice barrier must be installed only when the ambient air and substrate temperature are at or above 40°F (4.4°C). 5.9 The membrane is manufactured under a quality -control program with inspections by ICC Evaluation Service, LLC. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Roof Underlayments (AC188), dated February 2012 (editorially revised June 2020). 6.2 Data in accordance with the ICC-ES Acceptance Criteria for Self -adhered Roof Underlayments for Use as Ice Barriers (AC48), dated February 2012 (editorially revised February 2021). 7.0IDENTIFICATION 7.1 The membrane is identified by a label on the packaging of each roll bearing the company name (Sentry Building Innovations), the product name (LapLockTI PSU Underlayment and AnchorDeckTM PSU Underlayment), and the evaluation report number (ESR-4054). 7.2 The report holder's contact information is the following: SENTRY BUILDING INNOVATIONS 1209 ORANGE STREET WILMINGTON, DELAWARE 19801 www.roofnado.com EXHIBIT - 045 - PAGE - 008 IL;(; -ES Evaluation Report ESR-4054 CBC and CRC Supplement Reissued July 2024 This report is subject to renewal July 2025. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 30 05—Roofing Felt and Underlayment REPORT HOLDER: SENTRY BUILDING INNOVATIONS EVALUATION SUBJECT: LAPLOCKTM PSU AND ANCHORDECKM PSU UNDERLAYMENT 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Lapl-ockT"" PSU and AnchorDeckTM PSU Underlayment, described in ICC-ES evaluation report ESR-4054, have also been evaluated for compliance with the code(s) noted below. Applicable code editions: ■ 2022 California Building Code (CBC) For evaluations of applicable Chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD) AKA: California Department of Health Care Access and Information (HCAI) and the Division of State Architect (DSA) see Section 2.1.1 and 2.1.2 below. ■ 2022 California Residential Code (CRC) 2.0 CONCLUSIONS 2.1 CBC: The Lapl-ockTM^ PSU and AnchorDeckTM PSU Underlayment, described in Sections 2.0 through 7.0 of the evaluation report ESR-4054, comply with CBC Chapter 15, provided the design and installation are in accordance with the 2021 International Building Code® provisions noted in the evaluation report and the additional requirements of CBC Chapter 15, as applicable. 2.1.1 OSHPD: The applicable OSHPD Sections and Chapters of the CBC are beyond the scope of this supplement. 2.1.2 DSA: The applicable DSA Sections and Chapters of the CBC are beyond the scope of this supplement. 2.2 CRC: The Lapl-ockTM PSU and AnchorDeckTM PSU Underlayment, described in Sections 2.0 through 7.0 of the evaluation report ESR-4054, comply with CRC Chapter 9, provided the design and installation are in accordance with the 2021 International Residential Code® (IRC) provisions noted in the evaluation report and the additional requirements of CRC Chapter 9, as applicable. This supplement expires concurrently with the evaluation report, reissued July 2024. 1(YW."S Er"I nliun Reparis are nut to be coosnved as representing ties thetwe or nor other aorihtues not.epectficalh, nddre.ssed, our are ih<im he c•on.,owed 1\ ns an endorsement a/ IN suhieci of the report or a recanooendntion fiir its u.se. There is na uIon 1('(' Lvahmlton Service, 1.1.('. erpre.cs or implied. as to ant' finding or other utaner to this report, at as it) tMI prrnlact eorered on dte report. Copyright© 2024 ICC Evaluation Service, LLC. All rights reserved. Page 4 of 5 EXHIBIT - 045 - PAGE - 009 ICC-ES Evaluation Report ESR-4054 FBC Supplement Reissued July 2024 This report is subject to renewal July 2025, wwwkc-es-org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 30 05—Roofing Felt and Underlayment REPORT HOLDER: SENTRY BUILDING INNOVATIONS EVALUATION SUBJECT: LAPLOCKTM PSU AND ANCHORDECKTM PSU UNDERLAYMENT 1.0 REPORT PURPOSE AND SCOPE Purpose The purpose of this evaluation report supplement is to indicate that LapLockTM PSU and AnchorDeckTM PSU Underlayment, described in ICC-ES evaluation report ESR-4054, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2020 Florida Building Code —Building ■ 2020 Florida Building Code —Residential 2.0 CONCLUSIONS The LapLockTM PSU and AnchorDeckTM PSU Underlayment, described in Sections 2.0 through 7.0 of the master evaluation report ESR-4054, complies with the Florida Building Code —Building and the Florida Building Code —Residential. The design requirements shall be determined in accordance with the Florida Building Code —Building or the Florida Building Code — Residential, as applicable. The installation requirements noted in ICC-ES evaluation report ESR-4054 for the 2018 International Building Code® and 2018 International Residential Code® meet the requirements of the Florida Building Code — Building or the Florida Building Code —Residential, as applicable. Use of the LapLockTM PSU and AnchorDeckTM PSU Underlayment for compliance with the High -Velocity Hurricane Zone provisions of the Florida Building Code —Building and the Florida Building Code —Residential has not been evaluated, and is outside the scope of this evaluation report. For products falling under Florida Rule 61 G20-3, verification that the report holder's quality -assurance program is audited by a quality -assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the evaluation report, reissued July 2024. 7l C-L:S A, uhration Heparls are nol to he construed as repre.renong aesthew., or am, other aurihutes not specl/icalh addreS,Sed, oar are dyer m he cunsu'ud \\ us an endorsenrem of the suhjec( of the report or a recoomrenda/ion far Its use. 7Ile re Is no "arrain, br I('<' h' ahmrian S'erriI e, LLl', ecpress ar implied, ns �f� to air finding or other mutler in Ihls report, or av 10 rmp prodncl carered br the report ! *. ` Copyright © 2024 ICC Evaluation Service, LLC. All rights reserved. Page 5 of 5 EXHIBIT - 045 - PAGE - 010 V IN NEMO I etc Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER TEST CONSULT •REPORT Sentry Building Innovations PEER-SBI-001.B.R1 1209 Orange Street, Wilmington, F121895-118 (HVHZ) New Castle, DE 19801 Date of Issuance: 10/02/2023 (843) 735-1773 Revision 1: 02/26/2024 SCOPE: This P.E. Evaluation Report (henceforth 'PEER') is issued under Rule 61G20-3and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The products described herein have been evaluated for compliance with the 81h Edition (2023) Florida Building Code, High Velocity Hurricane Zone sections noted herein. DESCRIPTION: Roofnado Roof Underlayments (HVHZ) LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1518.2. CONTINUED COMPLIANCE: This PEER is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility locations) changes, or Code provisions that relate to the products) change. Acceptance of our PEERS by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its PEER relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO P.E. Evaluated" may be displayed in advertising literature. If any portion of the PEER is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire PEER shall be provided to the user bythe manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This PEER consists of pages 1 through 6. Prepared by: .� �4O .��CE111S�. F,y•. NO. 59166 yt �r ". 7p •'.• STATE OF �tr✓�: . SNNAIEtA•••. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the PEERS are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this PEER, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018, NEMO ETC, LLC EXHIBIT - 045 - PAGE - 011 *NEMO I etc. - ROOFING COMPONENT EVALUATION: SCOPE:1. Product Category: Roofing Sub -Category: U nderl ayment Product Approval Method: Method 1, Option D—Codified Material, Evaluation by Engineer Compliance Statement: Roofnado Roof Underlayments, as produced by Sentry Building Innovations, have demonstrated compliance with the following sections of the 8th Edition (2023) Florida Building Code, High Velocity Hurricane Zone through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations of Use set forth herein. 2. STANDARDS: SECTION PROPERTY STANDARD TAS 110, 1518.2 Material standard ASTM D8257 TAS 110, 1518.2 Material standard ASTM D1970 TAS 110 Accelerated Weathering ASTM D4798 3. REFERENCES: ENTITY EXAMINATION REFERENCE DATE NEMO PEER PEER-ACT-001.8-113 02/26/2024 NEMO Traceability SPE 02/26/2024 ICC NTA (QUA3504) Quality Assurance Inspection Report (ML1) 05/25/2023 ICC NTA (QUA3504) Quality Assurance Inspection Report (ML3) 06/12/2023 ICC NTA (QUA3504) Quality Assurance Inspection Report (ML2) 07/20/2023 PRODUCT DESCRIPTION: TABLE 1: EVALUATED UNDERLAYMENTS PRODUCT MATERIAL STANDARD PLANT(S)' DESCRIPTION RoofnadoT ASTM D82572 ML1 Synthetic polymer -based scrim -reinforced underlayment, AnchorDeck- consisting of woven polyolefin base with a layer of nonwoven polyolefin sheet and a polymer coating on the back side, with a nominal unit weight of 2.25 Ibs/square. RoofnadoT" ASTM D82572 MLl Synthetic polymer -based scrim -reinforced underlayment, StormTread" consisting of woven polyolefin base with a layer of nonwoven polyolefin sheet and a polymer coating on the back side, with a nominal unit weight of 3.80 Ibs/square. Roofnado'" ASTM D82572 ML1 Synthetic polymer -based scrim -reinforced underlayment, Shinglel-ock'" consisting of woven polyolefin base with a layer of nonwoven polyolefin sheet and a polymer coating on the back side, with a nominal unit weight of 3.80 Ibs/square. Roofnadol" ASTM D82572 ML1 Synthetic polymer -based scrim -reinforced underlayment, StormTread'" XW consisting of woven polyolefin base with a layer of nonwoven polyolefin sheet and a polymer coating on the back side, with a nominal unit weight of 3.40 Ibs/square. Sahara" ASTM D82572 ML1 Multi -layered, breathable (5.7 U.S. perms) synthetic roof AnchorDeckT" underlayment. ' Building officials, Designers of Record and other Authorities Having Jurisdiction may contact info@nemoetc.com to obtain manufacturing location information for products evaluated herein. 2 Agreement between purchaser and seller, as set forth in Section 4.3, Note 1 of ASTM D8257-20, should be established as to slip resistance. J @NEMO ETC, LLC PEER-SBI-001.B.R1 Certificate of Authorization #32455 P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC HVHZ FL21895-R8 (HVHZ) Roofnado Roof Underlayments Revision 1: 02/26/2024 BACK TO TOP Page 2 of 6 EXHIBIT - 045 - PAGE - 012 *NEMO I etc. - TABLE 1: EVALUATED UNDERLAYMENTS PRODUCT MATERIAL STANDARD PLANT(S)1 DESCRIPTION RoofnadoT ASTM D19703 ML2 Nominal 50-mil, self -adhering, multi -layered roof underlayment LapLock- PSU composed of a synthetic top facer bonded to a polymer modified bituminous layer and release film Roofnado"" ASTM D19703 ML3 Nominal 40-mil, self -adhering, multi -layered roof underlayment AnchorDeckl" PSU composed of a synthetic top facer bonded to a polymer modified bituminous layer and release film 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this PEER, or previous versions thereof, is/was used for permitting or design guidance. PEERS are not to be construed as representing any attributes not specifically listed, nor are PEERS to be construed as an endorsement of the subject, or a recommendation for its use. There is no warranty by NEMO ETC, LLC or Robert Nieminen, P.E., express or implied, as to any finding or other matter in this PEER, or as to any product covered by the PEER. 5.2 This PEER is exclusively for use in FBC High Velocity Hurricane Zone jurisdictions, as defined in FBC Chapter 2 (Broward and Miami -Dade Counties). 5.3 This PEER pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This PEER does not include evaluation of fire classification. Refer to FBC HVHZ 1516 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 Roofnado Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this PEER combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers: TABLE 2: ROOF COVER OPTIONS FBC HVHZ., RAS 115, 1518.2.1 RAS 118, 119 & 120 RAS 133,1518.2.1 1518.2.1 RA5130, 1518.10 UNDERLAYMENT ASPHALT SHINGLES CLAYAND CONCRETE TILE METAL PANELS OR SLATE OR SLATE- WOOD SHINGLES MECH. ATTACH ADHESIVE -SET SHINGLES TYPE SHINGLES OR SHAKES Roofnado Yes AnchorDeck Yes No No (residential) Yes Yes Roofnado StormTread Yes No No Yes Yes Yes Roofnado Yes No No Yes Yes Yes Shinglel-ock Roofnado StormTread XW Yes No No Yes Yes Yes Sahara AnchorDeck Yes No No Yes Yes Yes Roofnado LapLock Yes PSU Yes No No Yes Yes per RAS 130) Roofnado Yes AnchorDeck PSU Yes No No Yes Yes (per RAS 130) 3 Agreement between purchaser and seller, as set forth in Section 4.3, Note 1 of ASTM D1970-17, should be established as to slip resistance. ONEMO ETC, LLC PEER-SBI-OO1.B.R1 Certificate of Authorization #32455 P.E. EVALUATION REPORT: ST" EDITION (2023) FBC HVHZ FL21895-R8 (HVHZ) Roofnado Roof Underlayments Revision 1: 02/26/2024 BACK TO TOP Page 3 of 6 EXHIBIT - 045 - PAGE - 013 5.6.1 5.7 5.8 5.8.1 5.9 OONEMOjetc.- In addition to the codified roof cover options noted above, allowable roof covers include synthetic or composite shingles, slate or shakes holding current Florida HVHZ Product Approval or Miami -Dade NOA, Allowable Substrates: TABLE 3: ALLOWABLE SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS UNDERLAYMENT APPLICATION SUBSTRATES (DESIGNED TO MEET CODE) TYPE PRIMER MATERIAL(S) Roofnado LapLock PSU self -adhering Deck / sheathing (Optional) ASTM D41 Plywood Base Sheet None ASTM D226, Type II felt Base Ply None Roofnado AnchorDeck PSU Roofnado AnchorDeck PSU self -adhering Deck / sheathing (Optional) ASTM D41 Plywood Base Sheet None ASTM D226, Type 11 felt Attachment Limitations: Refer to Section 6 for codified prescriptive systems. Exposure Limitations: TABLE 4: EXPOSURE LIMITATIONS UNDERLAYMENT PREPARED ROOF COVER INSTALLATION TYPE MAXIMUM EXPOSURE (DAYS) Roofnado AnchorDeck, Roofnado StormTread, Roofnado ShingleLock, Mechanically attached 90 Roofnado StormTread XW or Sahara AnchorDeck Roofnado LapLock PSU Any type (per Table 2) 180 Roofnado AnchorDeck PSU Mechanically attached 90 5.10 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 614320-3. Refer to the Product Approval of the component manufacturer for components mentioned herein that are produced by a Product Manufacturer other than the report holder on Page 1 of this PEER. ®NEMO ETC, LLC Certificate cf Authorization #32455 P.E. EVALUATION REPORT: 8TH EDITION (2023) FBC HVHZ Roofnado Roof Underlayments BACK TO TOP PEER-581-001.B.R1 FL21895-R8 (HVHZ) Revision 1:02/26/2024 Page 4 of 6 EXHIBIT - 045 - PAGE - 014 OR NNEMOIetc.- 6.1 Roofnado Roof Underlayments shall be installed in accordance with Sentry Building Innovations installation instructions subject to the Limitations of Use herein and the specifics noted below. 6.1.1 Consult Sentry Building Innovations requirements for back -nailing at pitch of 2:12 or greater. 6.1.2 Sahara AnchorDeck is marketed as 'breathable', having a water vapor permeance of 5.7 U.S. perms. Care shall be taken to ensure the roof system design takes the vapor permeable nature into account. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Refer to Section 6.4 for underlayments having prescriptive codified minimum attachment. 6.4 Underlayment Assemblies with Prescriptive Minimum Attachment for use in NON -TILE applications: 6.4.1 CODE REFERENCE: 1518.2.1, Option 1: Underlayment adhered to deck DECK DESCRIPTION: Code -minimum wood deck to the satisfaction of the Authority Having Jurisdiction UNDERLAYMENT: BASE PLY: (Optional) Roofnado AnchorDeck PSU self -adhered in accordance with FBC Section 1518.2.1(1) and back -nailed max. 12-inch D.C. using FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517.5). CAP PLY: Roofnado LapLock PSU or Roofnado AnchorDeck PSU self -adhered in accordance with FBC Section 1518.2.1(1) and back -nailed max.12-inch o.c. using FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517.5). SURFACING: FBC HVHZ Approved asphalt shingles, metal roof panels or metal shingles, slate or slate type shingles, subject to the allowable roof covers in Table 2 herein. 6.4.2 6.4.3 CODE REFERENCE: 1518.2.1, Option 2: Self -adhering strips to deck -joints followed by underlayment mechanically attached to deck DECK DESCRIPTION: Code -minimum wood deck to the satisfaction of the Authority Having Jurisdiction SECONDARY WATER Min. 3 3/-inch wide strips of Roofnado LapLock PSU, Roofnado AnchorDeck PSU or other FBC HVHZ BARRIER: Approved joint -strip product self -adhered over joints of the roof deck prior to installation of subsequent layer(s) in accordance with FBC Section 1507.1.1.1(2) or R905.1.1.1(2). Do not overlap end -joints or T- joints. All end -joints and T-joints shall be butted firmly side by side, flush with each other but not overlapped. UNDERLAYMENT: Roofnado AnchorDeck, Roofnado StormTread, Roofnado ShingleLock, Roofnado StormTread XW or Sahara AnchorDeck in accordance with FBC HVHZTable 1518.2.1, with a minimum 4-inch side lap and 6- inch end lap, mechanically fastened to deck FASTENING: FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517.5), grid pattern of 12-inches between the overlaps and 6-inch spacing at the overlaps, in accordance with FBC HVHZ Table 1518.2.1. SURFACING: FBC HVHZ Approved asphalt shingles, metal roof panels or metal shingles, slate or slate type shingles or wood shakes or shingles subject to the allowable roof covers in Table 2 herein. CODE REFERENCE: 1518.2.1, Option 3: Two -layer underlayment mechanically fastened to deck DECK DESCRIPTION: Code -minimum wood deck to the satisfaction of the Authority Having Jurisdiction UNDERLAYMENT: Two (2) layers of Roofnado AnchorDeck, Roofnado StormTread, Roofnado ShingleLock, Roofnado StormTread XW or Sahara AnchorDeck in accordance with FBC HVHZ 1518.2.1(3). FASTENING: FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517.5) in accordance with FBC HVHZ 1518.2.1(3). SURFACING: FBC HVHZ Approved asphalt shingles, metal roof panels or metal shingles, slate or slate type shingles, subject to the allowable roof covers in Table 2 herein. ONEMO ETC, LLC Certificate of Authorization #31455 P.E. EVALUATION REPORT: 8T" EDITION (2023) FBC HVHZ Roofnado Roof Underlayments BACK TO TOP PEER-SBI-001.13.111 F1.21895-118 (HVHZ) Revision 1: 02/26/2024 Page 5 of 6 EXHIBIT - 045 - PAGE - 015 6.4.4 OONEIM1101etc.- CODE REFERENCE: 1518.2.1, Option 1 combined with Option 2 or 3: Optional self -adhering strips to deck -joints followed by base sheet mechanically fastened to deck followed by underlayment adhered to base sheet DECK DESCRIPTION: Code -minimum wood deck to the satisfaction of the Authority Having Jurisdiction SECONDARY WATER (Optional) Min. 3 %-inch wide strips of Roofnado LapLock PSU, Roofnado AnchorDeck PSU or other FBC BARRIER: HVHZ Approved joint -strip product self -adhered overjoints of the plywood roof deck prior to installation of subsequent layer(s) in accordance with FBC HVHZ 1518.2.1(2). Do not overlap end -joints or T-joints. All end -joints and T-joints shall be butted firmly side by side, flush with each other but not overlapped. BASE SHEET: One (1) or two (2) layer(s) of Roofnado AnchorDeck, Roofnado StormTread, Roofnado ShingleLock or Roofnado StormTread XW or FBC HVHZ Approved ASTM D226, Type II felt, in accordance with FBC HVHZ Table 1518.2.1, with a minimum 4-inch side lap and 6-inch end lap, mechanically fastened to deck. FASTENING: FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517.5), grid pattern of 12-inches between the overlaps and 6-inch spacing at the overlaps, in accordance with FBC HVHZ Table 1518.2.1. UNDERLAYMENT: BASE PLY: (Optional) Roofnado AnchorDeck PSU self -adhered in accordance with FBC Section 1518.2.1(1) and back -nailed max. 12-inch o.c. using FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517.5). CAP PLY: Roofnado LapLock PSU or Roofnado AnchorDeck PSU self -adhered in accordance with FBC Section 1518.2.1(1) and back -nailed max. 12-inch o.c. using FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517.5). SURFACING: FBC HVHZ Approved asphalt shingles, metal roof panels or metal shingles, slate or slate type shingles, subject to the allowable roof covers in Table 2 herein. REQUIREMENTS:7. BUILDING PERMIT As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. QUALITY9. ICC-NTA (QUA3504), (574) 773-7975, vbrown@icc-nta.orR - END OF PEER - ©NEMO ETC, LLC Certificate of Authorization tt32455 P.E. EVALUATION REPORT: 8T" EDITION (2023) FBC HVHZ Roofnado Roof Underlayments BACK TO TOP PEER-SBI-001.13.111 FL21895-1118 (HVHZ) Revision 1: 02/26/2024 Page 6 of 6 EXHIBIT - 045 - PAGE - 016 •�' Project Number: SCE 25-03009 SWARTZ Project Name: Premium Atlantic Vinyl CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 1 of 15 Product Approval Supporting Calculations Alternative Anchorage Analysis & Design Project Number: SCE 25-03009 Drawing Number: D008729 Reference Test Report: NCTL 210-3874-1 A Product Name: Premium Atlantic Vinyl 52-1/8" x 75" Prepared for: Jeld-Wen Windows & Doors 3737 Lakeport Blvd. Klamath Falls, OR * No93573 '0 * CC Q STATE OF 44 0 Ft 0 N This item has been digitally signed and sealed by Micah Swartz, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. """' 03/21 /25 Prepared by: Swartz Consulting Engineers LLC Micah Swartz Micah Swartz, PE Florida License No. PE 93573 Florida Registry No. 38420 EXHIBIT - 045 - PAGE - 017 Project Number: SCE 25-03009 1-41-4.61 SWARTZ Project Name: Premium Atlantic Vinyl Inc _J_ CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 2 of15 Scope: Swartz Consulting Engineers LLC is contracted by Jeld-Wen Windows & Doors to evaluate alternative anchorage for the product: Premium Atlantic Vinyl 52-1/8" x 75". This evaluation is based on testing performed by National Certified Testing Laboratories in Orlando, FL, test report no.: NCTL 210-3874-1 A and dated 04/18/13. This evaluation does not include the air infiltration, water resistance or water penetration of the installation method or the installed product. In addition, the design of the building substrate to resist the superimposed loads is by others. Reference Standards: Florida Building Code, Building, 2023 Edition ANSI/AWC NDS 2018 - National Design Specification (NDS) for Wood Construction AISI S100-16 (2020) North American Specification for the Design of Cold -Formed Steel Structural Members ICC-ES Report ESR-19761TW Buildex TEKS Self -Drilling Fasteners ICC-ES Report ESR-2196 Hilti Self Drilling Screws to connect cold formed steel NOA 24-0102.06 Tapcon Concrete and Masonry Anchors with Advanced Threadform Technology Certification of Independence: In accordance with Rule 61G20-3 Florida Administrative Code, Swartz Consulting Engineers LLC hereby certifies the following: (1) Swartz Consulting Engineers LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products tested or labeled by the (2) Swartz Consulting Engineers LLC is not owned, operated or controlled by any company manufacturing or distributing products it tests or labels. (3) Micah Swartz, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. (4) Micah Swartz, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. EXHIBIT - 045 - PAGE - 018 Project Number: SCE 25-03009 SWARTZ Project Name: Premium Atlantic Vinyl Date: 3/21/2025 Page: 3 of 15 CONSULTING ENGINEERS LLC Design Summary: The table below summarizes the product: Premium Atlantic Vinyl 52-1/8" x 75" and their corresponding performance levels as established by testing. Table 1: Summary of Test Results Series/Model Test Report Number Size (W x H) Performance Premium Atlantic Vinyl 52- NCTL 210-3874-1 A 52 1/8" x 75" +50 psf / -60 psf 1/8" x 75" (04/18/13) As Tested Design: Applied Load (psf): -60 psf Width: 52.125 in Height: 75 in Window Area: 27.1 ft2 Total Load: -1629 Ibs Number of Fasteners: 16 ft Load Per Fastener (Nailfin): �102 Ibs Load Per Fastener (Thru Frame): 102 Ibs Screw Information: Screw Size: 10 Screw Embed: 1.5 in Edge Distance: 3/4 in (minimum) Wood Screw Withdrawal: 228 Ibs Unity: 0.45 Wood Screw Lateral; 149 Ibs Unity: 0.68 Alternative Fasteners: Screw Information: Screw Size: 10 Screw Embed: 1.5 in Wood Screw Withdrawal: 228 Ibs Unity: 0.45 Wood Screw Lateral: 149 Ibs Unity: 0.68 Nail Information: Edge Distance: 3/4 in (minimum) Nail Size: 6d Nail Type: Box Edge Distance: 3/4 in (minimum) Total Load: -1629 Ibs Number of Nails: 38 Load Per Fastener (Nailfin): -43 Ibs Nail Withdrawal: 47 Ibs Unity: 0.91 Nail Lateral: 76 Ibs Unity: 0.56 EXHIBIT - 045 - PAGE - 019 L Project Number: SCE 25-03009 SWARTZProject Name: Premium Atlantic Vinyl JI CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 4 of 15 Design Summary Continued: TEK Screw Information: Screw Size: 10-16 TEK Withdrawal: 145 Ibs Unity: 0.70 TEK Lateral: 147 Ibs Unity:�0.69 Tapcon Information: Tapcon Size: 3/16 Embedment: 1-1/4 in (minimum) Edge Distance: 2-1/2 in (minimum) Tapcon Lateral (Concrete): 1 155 1 Ibs Unity:1 0.66 Tapcon Lateral (CMU): 135 Ibs Unity: 0.75 EXHIBIT - 045 - PAGE - 020 Project Number: SCE 25-03009 SWARTZ Project Name: Premium Atlantic Vinyl J-1 CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 5 of 15 Summary of Test Results - Plastics Checklist Table 2: Summary of Test Results - Plastics Checklist Product Test Report Number Test Standard Performance White PVC 1476 5110 P6504.04-106-18 RO ASTM D638 (before and after G155) +9.5/ ASTM D1929 824 °F (440 °C) ASTM D2843 71.8 ASTM D635 Classification CC1 ASTM 256 -3.3% White PVC 1476 5290 P6504.04-106-18 RO ASTM D638 (before and after G155) +9.5% ASTM D1929 806 °F (430 °C) ASTM D2843 72.6 ASTM D635 Classification CC1 ASTM 256 -35.5% The testing summarized in the table above was conducted by Intertek in York, PA dated 08/23/23 and meets the requirements listed in Miami -Dade County Checklist #0445, For the approval of: Plastic and Foam Plastic. The Saflex FlySafe 3D interlayer meets the requirements listed in Miami -Dade County Checklist #0445, For the approval of: Plastic and Foam Plastic as shown by NOA 23-0713.19 EXHIBIT - 045 - PAGE - 021 Project Number: SCE 25-03009 SWARTZ Project Name: Premium Atlantic Vinyl CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 6 of 15 Subject: As Tested - Wood Screw Withdrawal Screw Information: Screw Size: 10 Screw Embed: 1.5 in Main Member Type: S-P-F Root Diameter: 0.152 in G: 0.42 Fem: 3,350 psi W' = W * CD * CM2 * Ct — As per table 11.3.1 NDS 2018 CD: 1.6 Load Duration Factor - Table 2.3.2 (NDS 2018) CM: 1.0 Wet Service Factor - Table 11.3.3 (NDS 2018) Ct: 1.0 Temperature Factor -Table 11.3.4 (NDS 2018) W: 95 Ibs/in -Table 12.213 (NDS 2018) W: 143 Ibs W': F-2-287 Ibs Input: Calculation: EXHIBIT - 045 - PAGE - 022 rrr Project Number: SCE 25-03009 S W A R T Z •rr Project Name: Premium Atlantic Vinyl CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 7 of 15 Subject: As Tested - Wood Screw Lateral Design - Single Shear Input: Calculation: Screw Information: Screw Size: 10 Screw Embed: 1 1.5 in Root Diameter: Fo—.1-521 in Main Member Type: S-P-F G: 0.42 Fem: 3,350 psi thickness (tR,): 1.5 in Side Member Type: S-P-F G: 0.42 Fes: 3,350 psi thickness (ts): 1.25 in Lateral Design Factors - Table 12.3.1A (NDS 2018) D: FO.1521 in Diameter Fyb: 90 ksi Dowel Bending Yield Strength Fem: 3,350 psi Main Member dowel bearing strength Fes: 3,350 psi Side Member dowel bearing strength Im: 1.5 in Main Member dowel bearing length Is: 1.25 in Side Member dowel bearing length Rd: 2.2 Reduction term -Table 12.3.1B (NDS 2018) Re: 1 = Fem/Fes Rt: 1.2 = IMPS kl: 0.459 See Table k2: 1.133 See Table Reference Lateral Design Values - Table 12.3.1A (NDS 2018) Note: Side member is part of the D lmFem Jeld-Wen assembly and verified Zim: 347 Ibs ZIm = Rd (EQ 12.3 — 1) during testing. Modes Zis and 41, are not applicable to the calculation. k1DlsFes Z,I: 133 Ibs Zu = R (EQ 12.3 — 3) d kzDlmFem Z1I1m: 131 Ibs Z]/1,,,, = (1 + 2Re)Rd (EQ 12.3 — 4) D z 2FemFyb ZJV: 105 Ibs Zlv = Rd 3(1 + R) (EQ 12.3 — 6) e ZMIN: 105 Ibs EXHIBIT - 045 - PAGE - 023 SWARTZ Project Number: SCE 25-03009 Project Name: Premium Atlantic Vinyl JI CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 8 of 15 Subject: As Tested - Wood Screw Lateral Design - Single Shear Cont. Adjusted Lateral Design Values Z'=Z*Co*CM*Ct*Cy*Co— As per table 11.3.1 NDS 2018 CD: 1.6 Load Duration Factor -Table 2.3.2 (NDS 2018) CM: 1.0 Wet Service Factor - Table 11.3.3 (NDS 2018) Ct: 1.0 Temperature Factor -Table 11.3.4 (NDS 2018) C9: 1.0 Group Action Factor - Section 11.3.6 (NDS 2018) Co: 1.0 Geometry Factor - Section 12.5.1.1 (NDS 2018) Z: 168 Ibs Fastener Bending Across Shim Space 0: 1.67 L: 0.25 in Maximum Shim Gap D: 0.152 in Diameter F,b: 90 1 ksi Dowel Bending Yield Strength Fyb — M _ 16ZL Fyb7cD3 n S r 3 Z 16RL Z�/S2: 149 Ibs Bearing on Masonry Strap 0: 3.00 F,,: 33 ksi Tensile Strength of strap t: 20 GA t: 0.036 in thickness of strap D: 0.152 in Pn"=2.7*t*D*F,,—(EQ.J4.3.1-4,AlS/S100) n P ,/4: 162 Ibs Where M = ZL (Guided Bending) EXHIBIT - 045 - PAGE - 024 Inn & Project Number: SCE 25-03009 JSW A R T Z Project Name: Premium Atlantic Vinyl CONSULTING ENGINEERS LLC , Date: 3/21/2025 Page: 9 of 15 Subject: Nail Information: Nail Withdrawal Input: Calculation: Nail Size: 6d Nail Length: in Nail Type: Box Nail Diameter:inNail Embedment: 1.88 in Main Member Type: S-P-F G: 0.42 Fem: 3,350 psi thickness (tm): 1.5 in Side Member Type: PVC G: N/A Fes: 13,750 psi thickness (ts): 0.125 in W, = W * CD * CM2 * Ct — As per table 11.3.1 NDS 2018 CD: 1.6 Load Duration Factor - Table 2.3.2 (NDS 2018) CM: 1.0 Wet Service Factor - Table 11.3.3 (NDS 2018) Ct: 1.0 Temperature Factor - Table 11.3.4 (NDS 2018) W: 16 Ibs/in W = 1380G5/2D — Carbon Steel Nails (EQ.12.2 — 3, NDS 2018) W: 29 Ilbs W': 47 Ibs EXHIBIT - 045 - PAGE - 025 S 1N A R T Z Project Number: SCE 25-03009 Project Name: Premium Atlantic Vinyl J- CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 10 of 15 Subject: Nail Lateral Design - Single Shear Nail Information: Input: Calculation: Nail Size: Nail Type: 6d Box Nail Length: in Nail Diameter:12099in Nail Embedment: 1.63 in Main Member Type: S-P-F G: 0.42 Fem: 3,350 psi thickness (tm): 1.5 in Side Member Type: PVC G: N/A Fes: 13,750 psi thickness (ts): 0.125 in Lateral Design Factors -Table 12.3.1A (NDS 2018) D: 0.099 in Diameter FYb: 100 ksi Dowel Bending Yield Strength Fem: 3,350 psi Main Member dowel bearing strength Fes: 13,750 psi Side Member dowel bearing strength Im: 1.625 in Main Member dowel bearing length Is: 0.125 in Side Member dowel bearing length Rd: 2.2 Reduction term - Table 12.3.16 (NDS 2018) Re: 0.2436 = Fem/Fes Rt: 13.0 = lm/ls k1: 1.230 See Table kz: 0.612 See Table Reference Lateral Design Values - Table 12.3.1A (NDS 2018) Note: Side member is part of the D lmFem Jeld-Wen assembly and verified Zim: 245 Ibs Z1m = Rd (EQ 12.3 — 1) during testing. Modes Z,s and Z,,,s are not applicable to the calculation. kl D Is Fes Z,,: 95 Ibs Z11 — R (EQ 12.3 — 3) d kzDlmFem ZI„m: 101 Ibs Zc11„, _ (1 + 2Re)Rd (EQ 12.3 — 4) DF2F2 ybZ,V: 60 Ibs Z1vRdR) (EQ 12.3 — 6) e ZMIN• 60 Ibs N.— EXHIBIT - 045 - PAGE - 026 S 1N A R T Z Project Number: SCE 25-03009 Project Name: Premium Atlantic Vinyl CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 11 of 15 Subject: Nail Lateral Design - Single Shear Cont. Adjusted Lateral Design Values Z'=Z*CD*CM*Cr*Cy*Co— As per table 11.3.1 NDS 2018 CD: 1.6 Load Duration Factor - Table 2.3.2 (NDS 2018) CM: 1.0 Wet Service Factor - Table 11.3.3 (NDS 2018) Ct: 1.0 Temperature Factor - Table 11.3.4 (NDS 2018) C9: 1.0 Group Action Factor - Section 11.3.6 (NDS 2018) Co: 1.0 Geometry Factor - Section 12.5.1.1 (NDS 2018) Z: 96 Ibs Fastener Bending Across Shim Space 0: 1.67 L: 0.25 in Maximum Shim Gap D: 0.099 in Diameter Fyb: 100 ksi Dowel Bending Yield Strength Fyb = M 16ZL Fyb7rD3 2S � W Z — 16d2L Z /Q: 76 Ibs Bearing on Masonry Strap Q: 3.00 F,: 33 ksi Tensile Strength of strap t: 20 GA t: 0.036 in thickness of strap D: 0.099 in pnv_27*t*D*Fu— (EQ. J4.3.1 — 4, AISI S 10 0) n PTV/Q: 106 Ibs Where M = zL (Guided Bending) EXHIBIT - 045 - PAGE - 027 SWARTZ Project Number: SCE 25-03009 Project Name: Premium Atlantic Vinyl Jll, CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 12 of 15 Subject: TEK Withdrawal Shear Strength of Fastener - ESR 1976 Screw Size: 1 10-16 Pnv/O: 885 Ibs See ESR 2196 Input: Calculation: Tensile Pullout - ESR 1976 Screw Size: 10-16 Fu: 45 ksi Tensile Strength of material NOT in contact with screw head t:, 16 GA t: 0.0598 in Thickness of material NOT in contact with screw head P' a 145 Ibs See ESR 2196 Tensile Pullover Note: The tensile pullover analysis checks the material IN contact with the screw head. This material is `+ part of the Jeld-Wen assembly and has been verified by testing. Below is a check to ensure the head size of the TEK screw is equal to or larger than the head of the tested fastener, ensuring compliance. Tested Fastener Head Size: Screw Size: 8 Head Size: F0.312 in TEK Screw Head Size: Screw Size: 10-16 Head Size: 0.365 in Tested fastener is a EXHIBIT - 045 - PAGE - 028 Project Number: SCE 25-03009 SWARTZ Project Name: Premium Atlantic Vinyl CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 13 of 15 Subject: TEK Lateral Design Input: Calculation: Shear Strength of Fastener - ESR 1976 Screw Size: 10-16 PnJi1: 573 Ibs See ESR 2196 Bearing Strength of Material NOT in Contact with Screw Head - AISI S100 Screw Size: 10-16 Si: 3.00 D: 0.138 in Root Diameter of TEK Screw F,,: 45 ksi Tensile Strength of material NOT in contact with screw head t: 18 GA t: FO.0478 in Thickness of material NOT in contact with screw head Pnvl = 2.7 * t * D * Fu — (EQ. J4.3.1 — 3, AISI S100) P11ro2 = 4.2 0 * D * Fu — (EQ. J4.3.1 — 1, AISI S100) P.1/11: F 267 Ibs Pn,,2/0: 245 Ibs Pnv/0: 245 Ibs = smallest of P i1 and P ' Z Bearing Strength of Material IN in Contact with Screw Head Note: Material IN contact with the screw head is part of the Jeld-Wen assembly and has been verified by testing. Fastener Bending Across Shim Space L: 0.25 in Maximum Shim Gap D: 0.138 in Root Diameter of TEK Screw Fyb: 100 ksi Yield Strength of TEK Screw Fyb _ M _ 16PnL Fyb7rD3 St S 7rD 3 Pn — 160L Pn/Q: 206 Ibs Q: 3.00 Where M = PZL (Guided Bending) EXHIBIT - 045 - PAGE - 029 S 1N A R T Z Project Number: SCE 25-03009 Project Name: Premium Atlantic Vinyl CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 14 of 15 � ocaf ing ZILrengm or Masonry Jiraps -A ibi J1UU Screw Size: 10-16 TEK Screw 0: 3.00 D: 1 0.138 lin Root Diameter of TEK Screw F,: 33 ksi Tensile Strength of Masonry Strap t: 20 GA t: 0.0359 in Thickness of Masonry Strap P.=27*t*D*Fu — (EQ.J4.3.1 — 3,AISI S100) n Pnv/(): 147 Ibs EXHIBIT - 045 - PAGE - 030 S 1N A R T Z Project Number: SCE 25-03009 Project Name: Premium Atlantic Vinyl J-11, CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 15 of 15 Subject; Tapcon Lateral Design Tapcon Size: Size: 3/16 D: 0.1875 in Dsh: 0.145 in Nominal Diameter Shank Diameter Fastener Shear Capacity - 3,000 psi Concrete P,,,,/f2: 181 Ibs See Table 1B of NOA 24-0102.06 Fastener Shear Capacity - Medium -Weight CMU P,,,,/S2: 135 Ibs See Table 3 of NOA 24-0102.06 Note: - Critical anchor spacing is 16D - Minimum Anchor Embedment is 1-1/4" - Minimum Edge Distance is 2-1/4" Fastener Bending Across Shim Space L: 0.25 in Maximum Shim Gap Dsh: in Shank Diameter of Tapcon Fyb: 100 ksi Yield Strength of Tapcon Fyb _ M _ 16P7,L _ Fyb7rD3 Q S 7rD3 Pn — 16EIL P"/fl: 239 Ibs Bearing Strength of Masonry Straps - AISI S100 Size; 3/16 Tapcon Size Dsh: 0.145 in Shank Diameter of Tapcon Screw F 33 ksi Tensile Strength of Masonry Strap t: 20 GA t: 0.0359 in Thickness of Masonry Strap PR=2.7*t*D*Fu— (EQ. J4.3.1 — 3, AISI S 10 0) P /Q: 155 Ibs Input: Calculation: 0: 3.00 Where M = PnL (Guided Bending) 0: 3.00 EXHIBIT - 045 - PAGE - 031 1. LiJ U- LL X ~O z p OU vLw N U CL M� LiJ 0 cD V)Q d mzz �0 Q LO N + w0 � W N � W _m �w oM Go Z o00 � vai U a 1 L r UJ z d C co .I - CD U > m E U E � � N c 3 a) 'n a) 'o Ili T O C O co U c 3 m aCD S E o :g E E n o c'i o N � m � y oL m co CL co co m m a —CD aEi E o '0 Q "O m to � O y m co N d O 'O CSC N U c 2, m d c �' w E m 3 n o o E c c S c U) o m E am asU) U') Mn O c c m -0E m N .2 L.L L m O N C O O V) O L > E c a`� O o .-) m O 3 C U U N (` U L m co O) Y O N ..0.. L U E 7 y - � m C U O o_ d a) C cD of z L 'c rn a, _ O E `m a) i FL- O L.L Q Q G N c a) (D Vi v -i lD D m i 0 O m rn m t! ) m O 0m LU g <" w m z m g a Y z W z W > Lf, ma 00 3= wO o� u^ Q l� 0 Q z° Q V co co f+ i Ol O .^ oN z00 zJ 00 Ob �O �z j E CD ca = d' yu� m o 2 L as 4) N W N W m ` E E C < C'. O m _ka d O .!' H (�: `CAA in O o n d��w �yy Mr.,� CD CD Q) N O U .Tr No 7 D C =_ cz n C O U U a7 3 a) -OO o) z2 o `5 E a) c a7 L -0 O a) U C O N a) a7 O O •--• d -0 L m L � rn x N y O N V - w C Oo �•.- O -t o f c 5 3 3 0 .v, LL m L a ` a) E 2 € m °� c t f1.5 - 0 C N O O m a) 3 0 •� A 3 o E 3 m L `o A az Y 0 a D H m Z m do -E a, S N Z in a) •� O _ O � O a � C� •4 O 2 O O_ m L° o v c g' N 8 m a F d EXHIBIT - 045 - PAGE - 032 q 0 Oz I � z tea~ z a } Z O Z P: O IU �N U W J V) a m~ 20 0 WO Q It z 5W N �W m _ W qEo E uN u E mm ��a u � w Z O o00 0 l U _� W _ 1 3 p N a = \ W % E E 7 N ypj �m in ^ W ^I b m o o U Ow If z IL Cr N co h � to a v' Qw m� w Q Q' LL- X :2 Ln N c� L � X N Q Ln C m `7 'C " m a-O L E C CN N 3 m -0 m a� v 0 o C m o U a� Y o 0 c E v o E E E m m o coo v o (D CD m C U a).O L� m 1 t O C 7 m U C O cu w C N c E E a m a) 2 E O o r �c d 0 in m a� n ono c E C Oo ar ICU N L C C L W E >j L 72 o O q Cm L N u m m Q E n o O m A ar c c [O OE •O N � � C N a) Q) n O.. pq v p_ —O ?. 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C',3 a 3 cn o N Oa' M O o' u X; E c _ -EE m -' 3 3 � 03-,d Z m a) -O a) V1 O 0 0 � d � _ y w c o'� a a; N 75 S CDN O 2 CA s tr, o CN c•'i m = U w EXHIBIT - 045 - PAGE - 033 0- i' ~ Z 0 Z F= O LU ~ N U W Na m~ Z QO W O a y F z jj acz OW ~~ F = N °r° boa 2 U F z jV W a zF��•• u wuI.� 'Y w mrif x` 7 U 70 to a' W > r E � J\_ m � o H QU LL w O cD C I C, O LO Li LO � ~ U- X � N X CV Q LO m ? � m O U a) I- ca E LM 0 0 .. 0 0 U E - �c w lV/1 o M �_ N Y � m 3 m 0 m Q LL +� w 0-0 ui —0= E ¢ r c ° c 3 m c E 0 m � a Q v > ov E u v 5 n-0 -0 E Y E in d o m N ou (Y Cl) v Q) o y a) C a) L ca r .O o a Y C C v c ° a) E w z° E E ° U cc() 2 O C H O C o 0 3 0 ro m Q m � N Q E a)m C7 Q7 O 'D O C y AL)'-m m �� N E SD_ m� Lu E u d m o m .E 9 -0" m c) ri t o N oN Ln c m E a) a v N I- c Z Ov LM•o m M �p n E m N \ N w. m 6 C U U N u QQ Y� O CA = 2 7 O O 'E Q C, N F Q .'t' w ) c ca my w o r-1 i a U n .= w E �\ C V) -0 10 m C E U 2 aL.+ N O 5 00 T -a O a. O ca c >' . m y u c Z Z W W O w ._ z a) `p a) E a) s Ou.QQ.S� c o c ° yN m� ..N ..N �F- m m¢ 00 00 Z(X Z� 03 c w > a� 1 h� 00 Ou s � �= wU' ca F w ,� -O 3: h n O :• �j .yam 2 C" _ Y) W ;3 �_;� z y v, mvom ico -moo U a3i a a) c '' y m o cv cu o m c c a) .D .0 •n 00 ti in Y 4) a) U O U v �y I--1 rTi L t� U A CD r- C m E O L 7 U � � � Cd C O O C n O C O to Q) N n a L N N fn N 'D CO L O) a) U C O n (D m 'E sc. m m a o 2 2 a a) � L V) 5 Q � — _ t (n •N O O O 5 C N v m cc E 2 E d �'wy V _ C Y U y N m U V a c n c w c c E n L a d" d 8 z O C m O a) C N a) O E OO H .� E= _ L' . 3 _ `o E L C 3 a) E c Z N d 3 c�o C rr C C L �.Mj N V _ v T 3 '3 r N cr] EXHIBIT - 045 - PAGE - M4 �o O U W U N F- U a � � (D LJ Na I mZ 00 < O + � S d' lL Ln— \ O M W E.� E oEE E mo �7-z o0o ss 0 a �� " =w oN 4 J WtO Q U_ Im W H W > E E Oof 0� W Z A� 1 ` X LO N N ui U co U O d� L m E C) E a) a) a) a) 'o ui a) o c Ca L U '2 c 3 c m T CD o E E a D E E V) C::!C, ) m ci o C L0 U O ,O CL n o ` w � C AN c E E Ea) E L 7 0 0, -0 00 r N a) 7 m m d p -0 O C O U .0 O C 0 N c6 L C �' -c WE 3 m C� m .E �00 mNu-) ELv _C c m CD E m .2 L- m co w C L .0 E -aa o a' >. 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Qa`- m CM C O = W i= W � • -f -C�la a " ao C ° w°cl o w o �f;•y� °ip aeQ m m xo w. fll �, Q S� CD ,!y' ��.... ��4y• 4, pvto ,�, W w��¢ (�i W o ac innnNA,p�` � d U L N U d N N m 5 7 m 7 U m 2 m co a) m °) a) o a) OU m Q) O a) C O O O O O N C LU m L O d c O O_ u N N N 2 C d .O - d -c;5 E m n D E d — E Y m U c v v c fa m M E E a- m t 0 9 a O c m m m O r O a) m O O O- E= 3 `o Vic_ E 3 w 3 m dfi ` Y fa f� c T in o h a z N m i.� d=o 3d-wi L aU -mo gc3 3aodo .aa)�) N UcO dm C 0 bEm o �-. N L Ep sAu U)_LLa) w _ .O f1 m �° _ ri dmdmm gEP�� 4 - o S o U n y N E H d d EXHIBIT - 045 - PAGE - 036 W N v ° v v ° D �_ v P°v �m 30MVISIO 30(33 M W(1WINIA ,L/1 i U) ;E U) Q: w � Lll Z - - K �]z 0 u 0W F N U W J vl M �Z 0 W p �x a L� C' U (n Q LLJ IL 'I. In X U) N N LO C C) \D ° C C J �D m M O N C CIDU m !T Ln i-•i Q7 > co a F- ai M a0 o 4— O p = E a o w o 1p N N g ac m.00 ai Q ° E ^ ¢ 0 M a of C m 3 .0 C m c w Y 2 > o o E u 2 E o N 0 m ri v o m a) a) Y (n a) .p co Y C � is o N U C Cc c O C Z a) C c E E w c U m a) a) E w o 7 -° C 5 i .- m �j d i �n v Q a) i m D c tea) u w dpao co m a) W E aoi 3 of �Q1� a •E •� 'p E C in m O aD5 omE LO ° In NO a p] m U) n ¢ a) E 'o o C O O d W \ Z C C CoIN � 9 IN a).0 Lri o C N \ O_ t c 0 a E m w n ..N o .c o> 3 c U v ? o �o 0 S C Q 0 E O — `p u u ti m m= a_ 'ED O co E-0 O C Y 00 7 0) o @ E a`� _W a°i —0v z z 1`? o p_ a) m E m N v U) C.,O 1714 o u ¢ °a za �p �p �O �I�— c w 3= Uu °C7 00 0 jj C7 cV ri v u^ < 0 �Z N ��1111111p1111///// 3.'N/ O o ti .• • y p as w .�.+ E U _ =N m # _ E aci ° d ; a p: 0 '••.J �O COco Q C, O �' \ im N m CD. yy'� 64 gig zo k @ L c • ��fr ,% . E °' p U_ .o O_ 0 U a) Q O LEI d N t Q) C U a7 a) m min M m .T• C v -O N -0 - ..L.. N C _ N C O O "I L CO (p -0 L] C 0` L E ca a) U E U) O N 0 O_ a) -co, O O � m O y p c•� C O V)O C II CS) t 0 [NO U is a�ci m E Eco t ij v m 0 � O 7 N O .0. -0 "CO C a) E O a) E 3 0 0 IL— m 3 o a _E 0 C U ai m YcL E O C -a o oLL r ti W CD p C m M U C m Z m a) v o d O OU C 2 mc� cOn 0 cn 2 a 9 L $ E o v a a 80 In Ns-` LR m N 5 N U S. m u EXHIBIT - 045 - PAGE - 03 U oO Eo Z � o 0 x 0 7 u j W W Zt A J U n� = W > E E _ o m o �E U) LU W U- Z LL Z o u p U U: c C. V �z W a F— U cn Q W W >- C �o C m O LO T Lo CV M X N Q U') C @ a� 'c t U LY7 U m a @ E L U E .c Cr N 3 3 � o C m E' o ca E Ya 2 3 @ c x @ E C `1 ov E U) u o O E E n o c m v c ° o U ) on is d a Y C U n "E c o is o U C co CD c 6 p 6 w C M E o ' E a E CDE o CD L M a C dm -0 3 -o "E in @ N 2 . C,t O �cu N v C C)C- -O C) - M @ a) tCY c ) W E 3 ai v E C !n CD - cc U E 2-)ca a� c co 'NO ac v m n U L E� aEw c c, 00m a c a� o o .�E2o U E g O — 7 O !n u a+ C E .D a N ar Ta 1 a 'a o V ~ U d'D p p 7 cm L y C N Y -0 -O m C U a7 p @ E N @N = o E a,@ r o c oti< :D E u o a; C C v rtf - a) > ci iO ai C) M CO a, N 1 L c O o ,� a Ln o Y ¢ W SW M = Z Q rl C' aZ _=3 w `Y N z C_ o j 2 U 3 a 4 W W a Ln N CD z N ,-a N C) n 00 M Li LL m� m ..N C7 m� ym 00 0 zco ..N z z= 3 0 .U� 0 -U o'C)0� � O V Q� w C� z K L \`11\111111111111r,r,` � � � •'�, y m � m � 01 o 12 aci —a)-2 ; o ti O p o L' o ` o 'a C. a0.0 w o CL —a`Ti 1 �'., Fiy� p mm o co o o m o 'rrrrrrrnlnnitll\O`` W0 v " n a m c a'ci of Cj m (D `o a L) U O L (n O U L U 52 EL CD p @ ` n m Co m C 'EL O p@ U CD@ C C m m C= O L C O w In ow rn E m s U @ E m E 'O a) -Z O O CDE 0)m a) C N U O -O O Ca p n cN o a o m 3 m `o X o L a C N C T U d= - t � U p N N o mn rn o Y > a' c o) > of 0' E 2 - rn- L w N p1 a t- c .� O O @ N c S o'^- d o 2 O LL C LL U 'O CD C m Cl _ 0- O Cc) E= = w - O L O N O O 3~ m o $ a r w m U i .o - E Z p E o= @ a) E w C C u] E @ (D CD CD ci 1Ocn'v ED :t:-2 o n @ 5 �E; = r o in m - d ri v EXHIBIT - 045 - PAGE - 038 go I_ z 50 Y W \O M y�j 2E m 2 cn �W a' W Z LZ - Z, in00 inp U 0 LO r- x LO N N LO m d C) � c C O m > rn O m a y LL Ln ~ M O cu E t 0 p U E N �i a v> C CO W J O W N Y _1 4. hoc m _y , m�Z f- L_U c �_ 0 ° c n QO pl M a C Q 3 •� C m X v u > 0 E v g 73 aci o E a) o Y = w m Y m d1 ° °) co U v '� U O1 O U) � � @ v v C coD_ m .o w m E Y E c `p O m ` m C _ c ° C m m c m r�� v () E 4 w Z c E E a N U m a) E o a) F E :S m r c i7 ❑ � 3 m O cn _ w v 'O m �• Q) NN .0 o0 Q7 CDU) ca cm m E cn -O 7 Q a > 0 O v C-0 m E c W E m 3 M, v N c) A O '-O � C a OE E m E 0 N u m m co U')L N o Ln N MnQ 0 E cn ii c E t c ° O c c CO cd O .N O y (a Ci O N Z C d O m c` O ? E 0 C) t Q U Q L O C0 'm ° 0 7 0) � .O fn N W 00 H O 0 CO C U W E i, E°> Z Z M c m in p �, v c W W O (7, Z 0 co m E d m m r •E � r� m� O LL Q Q. C O v� .N m Q o 0 0 0 z° z J m Y :_ z YO >O .00 �{{-� 3c= °l7 00 t E U (V ri V ui Z r j wu oG Or-f 41 sodlZ ,,,, WliI o m N 34,,,J, �1.. a) E C • ..a Qo m 12 y o b'• on c _ coC 0 = U)W E9 * W {L) OHO ` O' rOmpa.'.O • EO.)a0a) w v o c 0 m y apmm 3 o Cc, .,,,� PRoo` a 4 E �nnuu)na c o) m o u� M a) a) O U O U U - •i4 E N N C-0 O O Om ` ` En U � O O_ -o m 0 70 C;O 'O_ En N m a) co m o c 3 co O n m E m a m m 2E E -0 a"') -0 C in O L m '!n A C Om O EO O O_ m a -0 0— E L O m 7 V) U a) m t O C 0 U d) M o En a Z mN m L -_ a) -0 y O 3 m 3 O o > n Q7 O m t i $ d - ` C E ID c X _ N o@d- m'� -0 N 0 m 'O 0 m C,w v LL S -C CV LL O C U mom° 2 N CD N X CY) LL A O L c m 3 S L �0 0 3�--•m a m Y co y c C U C O m U O N' •— U - f m 3 0 "' E `0 3 96 Z O O C O 2 C C- m V) a) U vi v y �, 0 3 m 3 8 O m O0 0 N 0 y y N m a E o 9 a) _ m c- cn m O O -- e y c -wed ��g Lo',-t .- N M C' m�m9 d o go = v o U y iE m � � m EXHIBIT - 045 - PAGE - 039 �9z 0 Z F- Ow ~ N W W J N Q m~ �Z a0 w O �2 Q F- Z 20a V V) Q w O C I O LO W LO Q r- Q' Li X LO X N Q LO a M Z i N qmy 7 z Q U 1 rn M {{8 ww 9on m C. m s �x M w ix ( M W W ' E E \ V o 0 0 / Of W it Z L Z LL Z n0 `QP U . c m E U m U a) d L-. m E L cj E E L o c m U 0 L Y L C �O ac E w n� a E a) v Y a E o o Y c m oa o n L m a c m o U C m (>7 0 -6OJ m CD E o w c E E a N Em E o CD L O r In @ a) N (V `) N C, m a U •C c7 m a) a) > N EIu 3 Qi v cn Eo o c�o m m N N a m cf)< L E .N m U o a)) c m v c c CO �,ov€o mC'i o L U w cu C O i n EO C ,v C Cl) O m U 3 C U U N m U O?] E o U — o—Q_m�o(, �� °� _ mat o)Y .o a,Efw _ -00 m = L U U N •' N Na 0 C o m m .N E Q .d.. O Q 0 a m C Z a) :s m i�� W QQ.�� E ° o C Q).- C7 c v ti a` w 0 -ID b r, r? ao 0 V) o Y Q 03 LL m = Z m O Y d z Z Ln N (n O N z -4 N O s � a n co lY1 W W al O N mLf) .;N ,� >� 'mN c, z^ ZN 3= vJ0 00 �O z_1 U. C�z L U cm m w (3) o a m .0 2 a) • •6 y cm C C� O) m �` ; • If• ••• O O a o r oW>$ c N O_ T Z 1, v• Lo I ' o ifi•''•...........•��4` CD d �m ami 3 aoi w a, n a) ., EA Uw.- w .r C N N W E a C (D () D E Y m O U L O y0 x N U C a U F a) N^mom n.E C mo w m E a, m CL a o c O dL 0 Q N m m a) C- 2 O o n : O m w E om m 3 E a ai .� c m a .s= io a = 0 0 �, L U a N m a) :n a) L N a) U m W O o C6 O C O d al ^ O a, L^ `o O_ C a) C m O •> U � m !T mc� 7 m c C C U o Y a) O m U in _ U v, d m c w m' 'G o - L a0 D 00 - _ z L' . o a) c, ~ C o d $ W GQ7 m N .y C U v C U O .o m _ 9 0 o a`ci d Z 0 m Y ma) 2 C CO 2 N c*J O L`` m U in - �• 3 .0 t II v, N m E Qi v U) .� 2 � y w 0i cfi v -e� .m EXHIBIT - 045 - PAGE - 040 W E-+ yaz H O O� Q ` Z W Z� 0 L' V)9) G z SW O kw u ^o N W Ioms N nOO S � p N� O s U w \ U i cc w > E o \ 2U) 2U) W LL Z LL Z in0 ?p U C N �'C U m Cl. E N 3 d CU LOO C ca 20.2 a) 3 cu Tm g E a p E E rn o $ ' mm o-i r— = m o Cl. U C cc � � C c - E E a) E C� co w C 6 d Ow co _ 7 N O O C N c lD c c w E m 3 m p g E c n O -OO m (D U) LO L h Q a) E N E N .� m t Ow cL' CO 41 O rn d L E o o T E c a) p o Lv p 3 C U U N C` U L m N O) = O v CD Y a _ d�'cm c'E_ a`> O` O C1 a) (O C c0 zm:'om.E��, t �E O LL d C CD CD CV c'i 'cY O a N N 'O � c (p t0 V31 Ul L C f0 C � v v c 0 W pl U .--1 l0 CD M UD 0% m a, O O_ Lon O Lu Y Q co LL W U- r, z M g a Y z I� O r-1 µ- O r-i Z§ m = - 3.. -o OC`O ` pw`� 1.•. ?�N•; ,•� mp t• w OLu m W °• a E ' a C E * e a o; r ooCz s� 4 o `m yy °m u~i t o •i �4y Uj z CD 3 E a a o ��nunnLL qa c� @ Qm O .0 c` c0 CEO O U d O O W coil .-:c 3�no m w U .0 CV U E C1 - t4 = [O O C= d CO C •� L LL N �' & -0 •L-• o 'u m a) N E O of p m = � �s�.. O O U O O) N C L N 0 Cn = p m U O E E O- 41 a) a ^ p w L N N cl y N � d N> O O .n C 2 C:rai a) N C a) > w U dcn O LE .- E E N U U C' O p [O E LL U "O y C a) ~73 d a. -0 O L v E E O o 3� m 3 c c CL E v 40 N Y E O O = If al d^ CO U C= U C O m U- z CCO m C m LL O E O C c O a O OU a) C N (U y L .O Cn _ S O rn a) O O � -w aO S w S —0 a U) C - CV EXHIBIT - 045 - PAGE - 041 -T•, � F G I A �1Ci eISI'� GI'i __ AAMA CERTIFICATION PROGRAM An FGIA Product Certification Program AUTHORIZATION FOR PRODUCT CERTIFICATION JELD-WEN Windows & Doors P.O. Box 1329 Klamath Falls, OR 97601 This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATIONS RECORD OF PRODUCT TESTED AAMAIWDMA/CSA 10111.S.2/A440-11 LC-PG50-1324x1905 (52x75)-H TAS 201, 202, 203 Negative Design Pressure = -60 psf COMPANY AND CODE Missile Level: Large CPD NO. SERIES MODEL & PRODUCT DESCRIPTION MAXIMUM SIZE TESTED Rating: +50/-60, 52x75 Rating above conforms PREMIUM ATLANTIC JELD-WEN Windows & Doors to the requirements of: VINYL SH (FIN & FLANGE) FRAME (mm) SASH (mm) 1324 x 1905 1254 x 946 TAS 201, TAS 202, 22451 (PVC)(O/X)(OG) Code: JW and TAS 203 (INS 0.090" PVB LAM GL) (52" x 75") (49" x 37") (REINF)(TILT)(ASTM) This Certification will expire April 15, 2027 (extended from April 15, 2022 per AAMA 103-19) and requires validation until then by continued listing in the current AAMA Certified Products Directory. Structural Test & Report By: National Certified Testing Laboratories Report No: NCTL-210-3874-lA Date of Report: April 18, 2013 (Revised May 23, 2013) Date Test Completed: April 15, 2013 (Validator / Operations Administrator) ACP-04 (Rev. 5/24) Missile Impact Test & Report By: National Certified Testing Laboratories Report No: NCTL-210-3874-1 Date of Report: April 18, 2013 Date Test Completed: April 15, 2013 Evaluated for Certification: April 21, 2025 Adocited Laboratories. Inc. Authorized for Certification: April 21, 2025 T� Fene tion and Glazing Industry Alliance 1900 East Golf Road Schaumburg. IL 60173 EXHIBIT - 045 - PAGE - 042 Project Number: SCE 25-03008 SWARTZ Project Name: Premium Atlantic Vinyl CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 1 of 15 Product Approval Supporting Calculations Alternative Anchorage Analysis & Design Project Number: SCE 25-03008 Drawing Number: D008729 Reference Test Report: NCTL 210-3875-1 A Product Name: Premium Atlantic Vinyl 36" x 72" Prepared for: Jeld-Wen Windows & Doors 3737 Lakeport Blvd. Klamath Falls, OR E IV * No93573 * ' :cc Q ' STATE OF : 2AV This item has been digitally signed and sealed by Micah Swartz, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. """' 03/21 /25 Prepared by: Swartz Consulting Engineers LLC Micah Swartz, PE Florida License No. PE 93573 Florida Registry No. 38420 EXHIBIT - 045 - PAGE - 043 Project Number: SCE 25-03008 SWARTZ Project Name: Premium Atlantic Vinyl Date: 3/21/2025 Page: 2 of 15 CONSULTING ENGINEERS LLC Scope: Swartz Consulting Engineers LLC is contracted by Jeld-Wen Windows & Doors to evaluate alternative anchorage for the product: Premium Atlantic Vinyl 36" x 72". This evaluation is based on testing performed by National Certified Testing Laboratories in Orlando, FL, test report no.: NCTL 210-3875-1 A and dated 04/15/13. This evaluation does not include the air infiltration, water resistance or water penetration of the installation method or the installed product. In addition, the design of the building substrate to resist the superimposed loads is by others. Reference Standards: Florida Building Code, Building, 2023 Edition ANSI/AWC NDS 2018 - National Design Specification (NDS) for Wood Construction AISI S100-16 (2020) North American Specification for the Design of Cold -Formed Steel Structural Members ICC-ES Report ESR-1976 ITW Buildex TEKS Self -Drilling Fasteners ICC-ES Report ESR-2196 Hilti Self Drilling Screws to connect cold formed steel NOA 24-0102.06 Tapcon Concrete and Masonry Anchors with Advanced Threadform Technology Certification of Independence: In accordance with Rule 61G20-3 Florida Administrative Code, Swartz Consulting Engineers LLC hereby certifies the following: (1) Swartz Consulting Engineers LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products tested or labeled by the (2) Swartz Consulting Engineers LLC is not owned, operated or controlled by any company manufacturing or distributing products it tests or labels. (3) Micah Swartz, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. (4) Micah Swartz, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. EXHIBIT -045- PAGE -044 I-C Project Number: SCE 25-03008 SWARTZProject Name: Premium Atlantic Vinyl CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 3 of 15 Design Summary: The table below summarizes the product: Premium Atlantic Vinyl 36" x 72" and their corresponding performance levels as established by testing. Table 1: Summary of Test Results Series/Model Test Report Number Size (W x H) Performance Premium Atlantic Vinyl 36" x NCTL 210-3875-1 A 36" x 72" +65 psf / -70 psf 72" (04/15/13) As Tested Design: Applied Load (psf): -70 psf Width: 36 in Height: 72 in Window Area: 18.0 ftZ Total Load: -1260 Ibs Number of Fasteners: 14 ft Load Per Fastener (Nailfin): -90 Ibs Load Per Fastener (Thru Frame): 90 Ibs Screw Information: Screw Size: 10 Screw Embed: 1.5 in Edge Distance: 3/4 in (minimum) Wood Screw Withdrawal: 228 Ibs Unity:1 0.39 Wood Screw Lateral: 149 Ibs Unity: 0.61 Alternative Fasteners: Screw Information: Screw Size: 10 Screw Embed: 1.5 in Edge Distance: 3/4 in (minimum) Wood Screw Withdrawal: 1 228 Ilbs Unity: 0.39 Wood Screw Lateral: 149 I b s Unity: 0.61 Nail Information: Nail Size: 6d Nail Type: Box Edge Distance: 3/4 in (minimum) Total Load: -1260 Ibs Number of Nails: 30 Load Per Fastener (Nailfin): -42 Ibs Nail Withdrawal: 47 Ibs Unity: r 0.90 Nail Lateral: 76 Ibs Unity: 0.55 EXHIBIT - 045 - PAGE - 045 Project Number: SCE 25-03008 SWARTZProject Name: Premium Atlantic Vinyl J- CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 4 of15 Design Summary Continued: TEK Screw Information: Screw Size: 10-16 TEK Withdrawal: 145 Ibs Unity: 0.62 TEK Lateral: 147 Ibs Unity:1 0.61 Tapcon Information: Tapcon Size: 3/16 Embedment: 1-1/4 in (minimum) Edge Distance: 2-1/2 in (minimum) Tapcon Lateral (Concrete):l 155 Ilbs Unity: 0.58 Tapcon Lateral (CMU):l 135 Ibs Unity: 0.67 EXHIBIT - 045 - PAGE - 046 ,•• Project Number: SCE 25-03008 S W A R T Z Project Name: Premium Atlantic Vinyl J, - CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 5 of 15 Summary of Test Results - Plastics Checklist Table 2: Summary of Test Results - Plastics Checklist Product Test Report Number Test Standard Performance White PVC 1476 5110 P6504.04-106-18 RO ASTM D638 (before and after G155) +9.5% ASTM D1929 824 °F (440 °C) ASTM D2843 71.8 ASTM D635 Classification CC1 ASTM 256 -3.3% White PVC 1476 5290 P6504.04-106-18 RO ASTM D638 (before and after G155) +9.5% ASTM D1929 806 °F (430 °C) ASTM D2843 72.6 ASTM D635 Classification CC1 ASTM 256 -35.5% The testing summarized in the table above was conducted by Intertek in York, PA dated 08/23/23 and meets the requirements listed in Miami -Dade County Checklist #0445, For the approval of: Plastic and Foam Plastic. The Saflex FlySafe 3D interlayer meets the requirements listed in Miami -Dade County Checklist #0445, For the approval of: Plastic and Foam Plastic as shown by NCIA 23-0713.19 EXHIBIT - 045 - PAGE - 047 ■.,, Project Number: SCE 25-03008 SWARTZ - Project Name: Premium Atlantic Vinyl CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 6 of 1S Subject: As Tested - Wood Screw Withdrawal Screw Information: Screw Size: 10 Screw Embed: 1.5 in Main Member Type: S-P-F Root Diameter: 0.152 in G: 0.42 Fem: psi W' = W * CD * Cm' * Ct — As per table 11.3.1 NDS 2018 CD: 1.6 Load Duration Factor - Table 2.3.2 (NDS 2018) CM: 1.0 Wet Service Factor -Table 11.3.3 (NDS 2018) Ct: 1.0 Temperature Factor - Table 11.3.4 (NDS 2018) W: 95 Ibs/in - Table 12.213 (NDS 2018) W: 143 Ibs W': 228 Ibs Input: Calculation: EXHIBIT - 045 - PAGE - 048 Project Number: SCE 25-03008 S W A R T Z Project Name: Premium Atlantic Vinyl Date: 3/21/2025 Page: 7 of 15 CONSULTING ENGINEERS LLC M - -J, - Subject: As Tested - Wood Screw Lateral Design - Single Shear Screw Information: Screw Size: 10 Screw Embed: 1 1.5 in Main Member Type: S-P-F Side Member Type: S-P-F Root Diameter: 0.152 in Input: Calculation: G: 0.42 Fem: 3,350 psi thickness (tm): 1.5 in G: 0.42 Fes: 3,350 psi thickness (ts): 1.25 in Lateral Design Factors - Table 12.3.1A (NDS 2018) D: 0.152 in Diameter Fye: 90 ksi Dowel Bending Yield Strength Fem: 3,350 psi Main Member dowel bearing strength Fes: 3,350 psi Side Member dowel bearing strength Im: 1.5 in Main Member dowel bearing length Is: 1.25 in Side Member dowel bearing length Rd: 2.2 Reduction term - Table 12.3.16 (NDS 2018) Re: 1 = Fem1Fes Rt: 1.2 kl: 0.459 See Table k2:1 1.133 See Table Reference Lateral Design Values - Table 12.3.1A (NDS 2018) Note: Side member is part of the Dl F Jeld-Wen assembly and verified Zim: 347 Ibs Z1m = R e7R (EQ 12.3 — 1) during testing. Modes Z1s and Ziiis are d not applicable to the calculation. k1DI,Fes Z11: E1337 Ibs Z11 = R (EQ 12.3 - 3) d m Z111m: 131 Ibs Z111m = (1 -I kzD IlFFeem (EQ 12.3 - 4) z P2F Z 105 Ibs Z1v = Rd+ Rb) (EQ 12,3 - 6) v e ZMIN: 105 Ibs EXHIBIT - 045 - PAGE - 049 Project Number: SCE 25-03008 SWARTZ Project Name: Premium Atlantic Vinyl J. CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 8 of 15 Subject: As Tested - Wood Screw Lateral Design - Single Shear Cont. Adjusted Lateral Design Values Z`=Z*Cr, *CM*Ct*Cy*Co— As per table 11.3.1 NDS 2018 Co: 1.6 Load Duration Factor -Table 2.3.2 (NDS 2018) CM: 1.0 Wet Service Factor - Table 11.3.3 (NDS 2018) Ct: 1.0 Temperature Factor -Table 11.3.4 (NDS 2018) C9: 1.0 Group Action Factor - Section 11.3.6 (NDS 2018) Co: 1.0 Geometry Factor - Section 12.5.1.1 (NDS 2018) Z: 168 Ibs Fastener Bending Across Shim Space 0: 1.67 L: 0.25 in Maximum Shim Gap D: 0.152 in Diameter Fyb: 1 90 ksi Dowel Bending Yield Strength Fyb M 16ZL Fyb7rD3 fl S nD3 Z — 16flL Zn/i2: 149 Ibs Bearing on Masonry Strap 0: 3.00 F,: 33 ksi Tensile Strength of strap t: 20 GA t: 0.036 in thickness of strap D: 0.152 in Pn"=2.7*t*D*F„— (EQ.J4.3.1 — 4, AISI S100) n Pnv/Sl: 162 l bs Where M = z (Guided Bending) EXHIBIT - 045 - PAGE - 050 Project Number: SCE 25-03008 SWARTZ Project Name: Premium Atlantic Vinyl J, CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 9 of 15 Subject: Nail Withdrawal Nail Information: Input: Calculation: Nail Size: 6d Nail Length: 2 in Nail Type: Box Nail Diameter: 0.099 in Nail Embedment: 1.88 in Main Member Type: S-P-F G: 0.42 Fem: 3,350 psi thickness (tn,): 1.5 in Side Member Type: PVC G: N/A Fes: 13,750 psi thickness (ts): 0.125 in W,=W*CD*CM2*Ct— As per table 11.3.1 NDS 2018 Co: 1.6 Load Duration Factor - Table 2.3.2 (NDS 2018) CM: 1.0 Wet Service Factor - Table 11.3.3 (NDS 2018) Ct: 1.0 Temperature Factor -Table 11.3.4 (NDS 2018) W: 16 Ibs/in W = 1380G1/2D — Carbon Steel Nails (EQ.12.2 — 3, NDS 2018) W: 29 jibs W': 47 Ibs EXHIBIT - 045 - PAGE - 051 S 1N A R T Z Project Number: SCE 25-03005 Project Name: Premium Atlantic Vinyl Date: 3/21/2025 Page: 10 of 15 CONSULTING ENGINEERS LLC Subject: Nail Lateral Design - Single Shear Input: Calculation: Nail Information: Nail Size: 6d Nail Length: 2 In Nail Type: Box Nail Diameter: 0.099 in Nail Embedmentf. 1.63 in Main Member Type: S-P-F G: 0.42 Fem: 3,350 psi thickness (tm): 1.5 in Side Member Type: PVC G: N/A Fes: 13,750 psi thickness (ts): 0.125 in Lateral Design Factors - Table 12.3.1A (NDS 2018) D: 0.099 in Diameter FYb: 100 ksi Dowel Bending Yield Strength Fem: 3,350 psi Main Member dowel bearing strength Fes: 13,750 psi Side Member dowel bearing strength Im: 1.625 in Main Member dowel bearing length Is: 0.125 in Side Member dowel bearing length Rd: 2.2 Reduction term -Table 12.3.1E (NDS 2018) Re: 0.2436 = Fem/Fes Rt: 13.0 = lmPs kl: 1.230 See Table k2: 0.612 See Table Reference Lateral Design Values - Table 12.3.1A (NDS 2018) Note: Side member is part of the Fem Jeld-Wen assembly and verified Zlm: 245 Ibs ZIm = DIRd (EQ 12.3 — 1) during testing. Modes Z,s and Z,,,s are d not applicable to the calculation. k1DlsFes Z,,: 95 Ibs Z/1 = R (EQ 12.3 — 3) d kZDlmFem Zlllm: 101 Ibs Zlil,n = (1 + 2Re)Rd (EQ 12.3 — 4) D 2P2F_FybZ,v: 60 Ibs Zv = Rd+ R) (EQ 12.3 — 6) e ZMIN• 60 Ibs EXHIBIT - 045 - PAGE - 052 S 1N A R T Z Project Number: SCE 25-03008 Project Name: Premium Atlantic Vinyl CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 11 of 15 Subject: Nail Lateral Design - Single Shear Cont. Adjusted Lateral Design Values Z'=Z*CD*CM*Ct*Cy*Cn— As per table 11.3.1 NDS 2018 CD: 1.6 Load Duration Factor - Table 2.3.2 (NDS 2018) CM: 1.0 Wet Service Factor - Table 11.3.3 (NDS 2018) Ct: 1.0 Temperature Factor -Table 11.3.4 (NDS 2018) C9: 1.0 Group Action Factor - Section 11.3.6 (NDS 2018) Co: 1.0 Geometry Factor - Section 12.5.1.1 (NDS 2018) Z; 96 Ibs Fastener Bending Across Shim Space CZ: 1.67 L: 0.25 in Maximum Shim Gap D: 0.099 in Diameter Fyb: 100 ksi Dowel Bending Yield Strength Fyb — M _ 16ZL Fyb7TD3 Q S D3 Z — � 16f2L Zn/C2: 76 Ibs Bearing on Masonry Strap 0: 3.00 F,: 33 ksi Tensile Strength of strap t: 20 GA t: 0.036 in thickness of strap D: 0.099 lin P", — 2.7 * t * D * Fu — (EQ.J4.3.1 — 4, AISI S100) fl Pnv/Q: 106 Ibs Where M = zL (Guided Bending) EXHIBIT - 045 - PAGE - 053 S 1N A R T Z Project Number: SCE 25-03008 Project Name: Premium Atlantic Vinyl fir CONSULTING ENGINEERS LLC Date: 3/21/2025 Page: 12 of 15 Subject: TEK Withdrawal Shear Strength of Fastener - ESR 1976 Screw Size: F 10-16 Pn/O: 885 Ibs See ESR 2196 Input: Calculation: Tensile Pullout - ESR 1976 Screw Size: 10-16 F,,: 45 ksi Tensile Strength of material NOT in contact with screw head t: 16 GA t: 0.0598 in Thickness of material NOT in contact with screw head P,df): 145 Ibs See ESR 2196 Tensile Pullover Note: The tensile pullover analysis checks the material IN contact with the screw head. This material is part of the leld-Wen assembly and has been verified by testing. Below is a check to ensure the head size of the TEK screw is equal to or larger than the head of the tested fastener, ensuring compliance. Tested Fastener Head Size: Screw Size; 8 Head Size: F0.312 In TEK Screw Head Size: Screw Size: 10-16 Head Size: 0.365 in Tested fastener is a EXHIBIT - 045 - PAGE - 054 S 1iN A R T Z Project Number: SCE 25-03008 Project Name: Premium Atlantic Vinyl J, Date: 3/21/2025 Page: 13 of 15 CONSULTING ENGINEERS LLC Subject: TEK Lateral Design Shear Strength of Fastener - ESR 1976 Screw Size: 1 10-16 P„v/fl: 573 Ibs See ESR 2196 Input: Calculation: Bearing Strength of Material NOT in Contact with Screw Head - AISI S100 Screw Size: 10-16 4: 3.00 D: 0.138 in Root Diameter of TEK Screw F,: 45 ksi Tensile Strength of material NOT in contact with screw head t: 18 GA t: 0.6478 in Thickness of material NOT in contact with screw head Pri1 = 2.7 * t * D * P4 — (EQ. J4.3.1 — 3, AISI S100) Sl P.112l= 4.2 t3 * D * Fu — (EQ.J4.3.1 — 1,AISI S100) P,vl/D: 267 Ibs Pnv2/f): 1 245 Ilbs Pnv/S�: 245 Ibs = smallest o f P — 11 and P22 Bearing Strength of Material IN in Contact with Screw Head Note: Material IN contact with the screw head is part of the Jeld-Wen assembly and has been verified by testing. Fastener Bending Across Shim Space L: 0.25 in Maximum Shim Gap D: 0.138 in Root Diameter of TEK Screw Fyb: 100 ksi Yield Strength of TEK Screw Fyb _ M _ 16P L Fyb 7rD3 Sl S 7rD3 4==> Pn = 16flL P /O: 206 Ibs Q: 3.00 Where M = PZL (Guided Bending) EXHIBIT - 045 - PAGE - 055 Project Number: SCE 25-03008 SWARTZ Project Name: Premium Atlantic Vinyl CONSULTING ENGINEERS LLC Date: 3/Ir 21/2025 Page: 14 of 15 Bearing Strength of Masonry Straps - AISI S100 Screw Size: 10-16 TEK Screw 0: 3.00 D: 0.138 in Root Diameter of TEK Screw F,,: 33 ksi Tensile Strength of Masonry Strap t: 20 GA t: 0.0359 in Thickness of Masonry Strap Pnv _27*t*D*F,, — (EQ. J4.3.1 — 3, AISI S1 0 0) S2 Pn /f): 147 Ibs EXHIBIT - 045 - PAGE - 056 SWARTZ Project Number: SCE 25-03008 Project Name: Premium Atlantic Vinyl Date: 3/21/2025 Page: 15 of 15 CONSULTING ENGINEERS LLC Subject: Tapcon Lateral Design Tapcon Size: Size: 3/16 D: 0.1875 in Dsh: 0.145 in Nominal Diameter Shank Diameter Fastener Shear Capacity - 3,000 psi Concrete Pnv/O: 181 Ibs See Table 1B of NOA 24-0102.06 Fastener Shear Capacity - Medium -Weight CMU Pndfl: 135 Ibs See Table 3 of NOA 24-0102.06 Note: - Critical anchor spacing is 16D - Minimum Anchor Embedment is 1-1/4" - Minimum Edge Distance is 2-1/4" Fastener Bending Across Shim Space L: 0.25 in Maximum Shim Gap Dsh: in Shank Diameter of Tapcon Fyb: 100 ksi Yield Strength of Tapcon Fyb M _ 16PnL Fyb7rD3 — Sl S 7TD3 Pn — 16f1L Pn/fl: 239 Ibs Bearing Strength of Masonry Straps - AISI S100 Size: 3/16 Tapcon Size Dsh: 1 6.145 in Shank Diameter of Tapcon Screw F,,: 33 ksi Tensile Strength of Masonry Strap t: 20 GA t: 0.0359 in Thickness of Masonry Strap 1'1.1 2 =27*t*D*Fu— (EQ.J4.3.1 — 3, AISI S100) Pnv/fl: 155 Ibs Input: Calculation: Q: 3.00 Where M = PZL (Guided Bending) 4: 3.00 EXHIBIT - 045 - PAGE - 057 F G I A AAMA CERTIFICATION PROGRAM An FGIA Product Certification Program AUTHORIZATION FOR PRODUCT CERTIFICATION JELD-WEN Windows & Doors P.O. Box 1329 Klamath Falls, OR 97601 This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory, SPECIFICATIONS RECORD OF PRODUCT TESTED AAMA/WDMA/CSA 101/I.S.2/A440-11 LC-PG65*-914x1829 (36x72)-H TAS 201, 202, 203 Negative Design Pressure = -70 psf COMPANY AND CODE Missile Level: Large CPD NO. SERIES MODEL & PRODUCT DESCRIPTION MAXIMUM SIZE TESTED Rating: +651-70, 36x72 Rating above conforms PREMIUM ATLANTIC JELD-WEN Windows & Doors to the requirements of. VINYL SH (FIN & FLANGE) FRAME (mm) SASH (mm) 914 x 1829 845 x 883 Code: JW TAS 201, TAS 202, 22453 (PVC)(O/X)(OG) and TAS 203 (INS 0.090" PVB LAM GL) (36" x 72") (33" x 35") (REIN F)(TILT)(ASTM) This Certification will expire April 15, 2027 (extended from April 15, 2022 per AAMA 103-19) and requires validation until then by continued listing in the current AAMA Certified Products Directory. Structural Test & Report By: Missile Impact Test & Report By: National Certified Testing Laboratories National Certified Testing Laboratories Report No: NCTL-210-3875-1A Report No: NCTL-210-3875-1 Date of Report: April 18, 2013 (Revised May 23, 2013) Date of Report: April 18, 2013 Date Test Completed: April 15, 2013 Date Test Completed: April 15, 2013 (Validator! Operations Administrator) '% - ACP-04 (Rev. 5/24) Evaluated for Certification: April 21, 2025 'h' 4-;tL A oci ted Laboratories, Inc. Authorized for Certification: April 21, 2025 Fenekktion and Glazing Industry Alliance 1900 East Golf Road Schaumburg, IL 60173 EXHIBIT - 045 - PAGE - 058 d Z O Z f- O iU HN U W J fn Q m~ Z QO wO � 2 Q cr la. _iz w N W m e- W ya W ~O a jU H QW Z Z� N ~J V) �o Wa w U W� �W 7 iv W j L. ti o �. 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Y0O — N d (O .� Z o a I. W _cn y O S �O O U d `m d E o ,C iU ` - axim-o mo � •� a) _ O O a E p yL m - - U) 'y O S O_ c $ o V! > m c L° m C N Ch t � - M w S. EXHIBIT - 045 - PAGE - 059 CL } F-. 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C O C CO j 3 E 3 a o y r cg' v m m04 E a d y �- in c m y o n o ��, ti c42 O C a) C_ �O a) C CD a) c E 0 = E _ E L .0.. m 3 co 3 w G `i o d ff_ Li'i= Y4° o E 5 � a7 0 R O C d 3 o c d o 0 3 CV O= C X z c0 m -OOm = C C� 0 O sEpa 0 0 0 y_ •�U)•inS �S n.in o w c y m o EXHIBIT - 045 - PAGE - 060 EO Q. I— z O Z H- O W �N U W J N Q m~ z QO W O a= Q-' LL Z W a U• W H H F = y m Boa E E E E CL Z o" ooa <o F� i s cwi 1^ W F •- LJ N ao 7i = N O =G = N J J z Q yew i m� Q 1 706 MW W J J > N E m \ � o W 0� Ow LL Z L U N Q LsJ 0 a �LO T LLJ Q N L.L. x � CO X cQ L C m �'C N C.)m U v d c w c9 _ E -0 U N c � �0c o m ' c 3 •co c c m > a E a :2 E EO � CD O U m � O y D a> m m C U O. U C N m N O E £ IT o E m m -0m w 1J y al ami m E o O C O QI oM m m L E � 3 �� E c y -mom mtjri mL E y C C 0 O n E� .0 LL CD. 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UR 1 1 L L M VOIN01:3 ,S3ldVN MS ISOiI£z9zzz VORNOId'S3ldVN W - r- 7 O-1 'AONb'.lOflB d MS 1S 42i£Z SZZZ O Z .w 3:1 J --]--F—T I I I o 91111 1 at: w m t � 1• T ,.: <... .............. ........ ... .... .... ... ...t ,' Z o� ail m 4 3.- Z U tl� t cn J y� oil I? "A M110 N .E N U) 0 3�S ui U• O to EXHIBIT - 045 - PAGE - 080 ClJ V011:10'ld'S31dtlN r Ms is OHM szzz VONOId 'S3ldVN w r x o-n `),ONv,ono MS is adsz szzz a ¢ • it IM NUB k OR O Q w W CD Z Z W d O Of O O O W Z 2 at � 4 o .: z i � w o I o w U w cn 0 0 I • �p pJ EXHIBIT - 045 - PAGE - 081 Address: 2225 23rd Street SW Folio Number: 45960240004 �' INDEX SHEET zsoo N. Horseshoe Dr. CiOLL7er County Naples, FL 34104 Growth Management Department FL PRODUCT APPROVAL / MIAMI-DADE NOA 2-count -2400 www.colliercountyfl.gov Include complete product number with decimal. Example: 20-0619.03 or 21563.2 Section A: DOORS # ; COMPONENT MANUFACTURER/MODEL IMPACT FL PA/NOA # Exp. Date Design Pressure . 1jSwrngi 11 ng , j 2 ISllding I + (3 Garage I- �+ ti 4( —. -- - - ' + �' 5 i i _.__._.. ----._. — '+ 7 ( I I + 8 ` 1+ I Section B: WINDOWS # COMPONENT MANUFACTURER/MODEL IMPACT FL PA/NOA # Exp. Date Design Pressure 1 jsingle/Dbl Hung i Jeld-Wen IMagcT 14095.1 & 14095.2 i + 50 psf 60 pst 2 Fixed 13 (Casement I+_ _ 4 ;Horizontal Slider_ - i- 1+ 5 I Mullion I !+ 6 (Skylights -. — I — + 7I_ - �- - ,+ 10 L .. _ +.....__ :Section C: ' ROOFING PRODUCTS # COMPONENT MANUFACTURER/MODEL FL PA/NOA # Exp. Date Design Pressure 1 ;Asphalt Shingles 11 + 2 Metal + 3 `Tile Santa Fe Clay Tile 21-06114.05 2/1/26 + { 4 ;Single Ply j5 I Underlayment j Roofnado Roof Underlayment by Sentry Building Innovations rev. 02-26-2024 + 6 Vents + 18i + Section D: STORM SHUTTERS # COMPONENT MANUFACTURER/MODEL FL PA/NOA # Exp. Date Design Pressure _ 2 + r- i I 3 + Section E: PANEL WALLS # COMPONENT MANUFACTURER/MODEL FL PA/NOA # Exp. Date Design Pressure 1 !Soffits 2 !Storefront !+ 3 + 4 + PRODUCT APPROVALS/NOAs MUST BE ONSITE AT TIME OF INSPECTION FL Product Approval NOA Index Sheet - 6-17-21 Page 1 of 1 EXHIBIT - 045 - PAGE - 082 FORM R405-2023 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2023 Florida Building Code, Energy Conservation via the Residential Simulated Performance Alternative shall include: ❑ This checklist ❑ Form R405-2023 report ❑ Input summary checklist that can be used for field verification (usually four pages/may be greater) ❑ Energy Performance Level (EPL) Display Card (one page) ❑ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 ❑ Mandatory Requirements (five pages) Required prior to CO: ❑ Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) ❑ A completed 2023 Envelope Leakage Test Report (usually one page); exception in R402.4 allows dwelling units of R-2 Occupancies and multiple attached single family dwellings to comply with Section C402.5 ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed 2023 Duct Leakage Test Report - Performance Method (usually one page) 11/11/2024 3:18:42 PM EnergyGauge® USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 1 of 1 EXHIBIT - 045 - PAGE - 083 FORM R405-2023 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 2225 23rd Street SW Residence Builder Name: Owner Street: 2225 23rd Street SW Permit Office: Collier City, State, Zip: Naples, FL, Permit Number: Owner: Jurisdiction: 211000 Design Location: FL, NAPLES_MUNICIPAL County: Collier(Florida Climate Zone 1) 1. New construction or existing New (From Plans) 10. Wall Types(7044.0 sqft.) Insulation Area 2. Single family or multiple family Detached a. Concrete Block - Int Insul, Exterior R=4.1 6514.00 ft2 b. Frame - Wood, Adjacent R=13.0 530.00 ft2 3. Number of units, if multiple family 1 c. N/A 4. Number of Bedrooms 9 d. N/A 5. Is this a worst case? No 11. Ceiling Types(7254.0 sgft.) Insulation Area a. Flat ceiling under att (Vented) R=30.0 7254.00 ft2 6. Conditioned floor area above grade (ft2) 7254 b. NIA Conditioned floor area below grade (ft2) 0 c. N/A 7. Windows(1451.5 sgft.)Description Area 12. Roof(Barrel tile, Vented) Deck R=0.0 7859 ft2 a. U-Factor: Sgl, U=0.75 1451.50 ft2 13. Ducts, location & insulation level R ft2 SHGC: SHGC=0.25 a. Sup: Attic, Ret. Attic, AH: Z13 Halls 6 85 b. U-Factor: N/A ft2 b. SHGC: C. c. U-Factor: N/A ft2 14. Cooling Systems kBtu/hr Efficiency SHGC: a. Central Unit 60.0 SEER2:15.20 Area Weighted Average Overhang Depth: 6.037 ft b. Central Unit 60.0 SEER2:15.20 Area Weighted Average SHGC: 0.250 c. Central Unit 144.0 SEER2:15.05 8. Skylights Description Area 15. Heating Systems kBtu/hr Efficiency U-Factor:(AVG) N/A N/A ft2 a. Electric Heat Pump 51.0 HSPF2:7.50 SHGC(AVG): N/A b. Electric Heat Pump 51.0 HSPF2:7.50 c. Electric Strip Heat 85.3 COP:1.00 9. Floor Types Insulation Area 16. Hot Water Systems a. Slab -On -Grade Edge Insulation R= 0.0 7254.00 ft2 a. PropaneTankless Cap: 1 gallons b. N/A R= ft2 EF:0.970 c. N/A R= ft2 b. Conservation features None 17. Credits CF, Pstat Glass/Floor Area:0.200 Total Proposed Modified Loads: 213.10 PASS Total Baseline Loads: 238.81 NOTE. Proposed residence must have annual total normalized Modified Loads that are less than or equal to 95 percent of the annual total loads of the standard reference design in orderto comply. I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this t TUE ST9p Code. calculation indicates compliance ,y� with the Florida Energy Code. PREPARED BY: Before construction is completed this building will be inspected for DATE: 11/11/2024 compliance with Section 553.908 Florida Statutes. a I hereby certify that this building, as designed, is in compliance coD with the Florida Energy Code. W6 OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. 1 of the 1 duct systems requires a Duct Leakage Test Report. Systems with Default duct leakage do not require this report. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires a PERFORMANCE envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 11/11/2024 3:18:42 PM EnergyGauge® USA 8.0.00 - RaRes2023 FBC 8th Edition (2023) Compliant Software Page 1 EXHIBIT - 045 - PAGE - 084 FORM R405-2023 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: 2225 23rd Street SW Residence Address type: Street Address Building Type: User Bedrooms: 9 Lot #: --- Owner: Conditioned Area: 7254 Block --- /SubDivision: Builder Home ID: Total Stories: 1 PlatBook: --- Builder Name: Owner Worst Case: No Street: 2225 23rd Street SW Permit Office: Collier Rotate Angle: 0 County: Collier Jurisdiction: 211000 Cross Ventilation: City, State, Zip: Naples, Family Type: Detached Whole House Fan: FL, New/Existing: New (From Plans) Terrain: Suburban Year Construct: 2024 Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, NAPLES_MUNICIPAL FL_NAPLES_MUNICIPAL 46 90 70 75 288.5 58 Medium BLOCKS Number Name Area Volume _ 1 Blockl 1220 13211 cu ft -2 Block2 1261 13410 cu ft 3 Block3 4773 63748 cu ft SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Z1 Storagel 331 3310 No 0 0 Yes Yes Yes -2 Z2 Room2 276 2760 No 1 1 Yes Yes Yes -3 Z3 Room3 215 2365 No 1 1 Yes Yes Yes 4 Z4 FoyDinGRSitKitBonus 2003 30045 Yes 3 0 Yes Yes Yes _ 5 Z5 LvgSitGameBathsWlCs 2001 26013 No 3 0 Yes Yes Yes _ 6 Z6 Room6 212 2544 No 1 1 Yes Yes Yes _ 7 Z7 Room7 186 2232 No 1 1 Yes Yes Yes _ 8 Z8 Room8A 204 2040 No 1 1 Yes Yes Yes -9 Z9 Room8B 180 1800 No 1 1 Yes Yes Yes _ 10 Z10 Room10 155 1550 No 1 1 Yes Yes Yes 11 Z11 Roomll 400 4800 No 1 1 Yes Yes Yes _ _ 12 Z12 Room12 322 3220 No 1 1 Yes Yes Yes 13 Z13 HallsBath236WIC26 769 7690 No 0 0 Yes Yes Yes FLOORS (Total Exposed Area = 7254 sq.ft.) # Floor Type Space Exposed Area R-Value U-Factor Slabinsul. Tile Wood Carpet Perim(ft) Perim. Joist Vert/Horiz _ 1 Slab -On -Grade Edge Ins Z1 Storagel 57 331 sqft 0 --- 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 _ 2 Slab -On -Grade Edge Ins Z2 Room2 26 276 sqft 0 --- 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 _ 3 Slab -On -Grade Edge Ins Z3 Room3 14 215 sqft 0 --- 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 4 Slab -On -Grade Edge Ins Z4 FoyDinGRSitKitBon 98 2003 sqft 0 --- 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 _ 5 Slab -On -Grade Edge Ins Z5 LvgSitGameBathsW 1 133 2001 sqft 0 --- 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 _ 6 Slab -On -Grade Edge Ins Z6 Room6 22 212 sqft 0 --- 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 7 Slab -On -Grade Edge Ins Z7 Room7 21 186 sqft 0 --- 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 _ 8 Slab -On -Grade Edge Ins Z8 Room8A 19 204 sqft 0 --- 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 9 Slab -On -Grade Edge Ins Z9 Room8B 27 180 sqft 0 --- 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 _ 10 Slab -On -Grade Edge Ins Z10 Room10 18 155 sqft 0 --- 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 11 /11/2024 3:18:42 PM EnergyGauge® USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 2 EXHIBIT - 045 - PAGE - 085 .. FORM R405-2023 INPUT SUMMARY CHECKLIST REPORT FLOORS(Continued) # Floor Type Space Exposed Area R-Value U-Factor Slab Insul. Tile Wood Carpet Perim(ft) Perim. Joist Vert/Horiz _ 11 Slab -On -Grade Edge Ins Z11 Rooml l 38 400 sqft 0 --- 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 _ 12 Slab -On -Grade Edge Ins Z12 Room12 51 322 sqft 0 --- 0.710 0 (ft)/O (ft) 1.00 0.00 0.00 13 Slab -On -Grade Edge Ins Z13 HallsBath236WIC2 96 769 sqft 0 --- 0.710 0 (ft)/O (ft) 1.00 0.00 0.00 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch ` V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 7859 ft2 0 ft2 Light N 0.32 No 0.9 No 0 22.62 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 7254 ft2 N N CEILING (Total Exposed Area = 7254 sq.ft.) # Ceiling Type Space R-Value Ins. Type Area U-Factor Framing Frac. Truss Type _ 1 Flat ceiling under attic(Vented) Z1 Storagel 30.0 Blown 331.Oft2 0.030 0.11 Wood _ 2 Flat ceiling under attic(Vented) Z2 Room2 30.0 Blown 276.0ft2 0.030 0.11 Wood _ 3 Flat ceiling under attic(Vented) Z3 Room3 30.0 Blown 215.0ft2 0.030 0.11 Wood 4 Flat ceiling under attic(Vented) Z4 FoyDinGRSitKitBon 30.0 Blown 2003.0ft2 0.030 0.11 Wood _ 5 Flat ceiling under attic(Vented) Z5 LvgSitGameBathsWl 30.0 Blown 2001.0ft2 0.030 0.11 Wood 6 Flat ceiling under attic(Vented) Z6 Room6 30.0 Blown 212.0ft2 0.030 0.11 Wood _ 7 Flat ceiling under attic(Vented) Z7 Room7 30.0 Blown 186.0ft2 0.030 0.11 Wood _ 8 Flat ceiling under attic(Vented) Z8 Room8A 30.0 Blown 204.Oft2 0.030 0.11 Wood _ 9 Flat ceiling under attic(Vented) Z9 Room8B 30.0 Blown 180.0ft2 0.030 0.11 Wood _ 10 Flat ceiling under attic(Vented) Z10 Room10 30.0 Blown 155.Of12 0.030 0.11 Wood _ 11 Flat ceiling under attic(Vented) Z11 Rooml l 30.0 Blown 400.0ft2 0.030 0.11 Wood _ 12 Flat ceiling under attic(Vented) Z12 Room12 30.0 Blown 322.0ft2 0.030 0.11 Wood 13 Flat ceiling under attic(Vented) Z13 HallsBath236WIC2 30.0 Blown 769.0ft2 0.030 0.11 Wood WALLS (Total Exposed Area = 7044 sq.ft.) Adjacent Cavity Width Height Area U- Sheath Frm. Solar Below ✓# Ornt To Wall Type Space R-Value Ft In Ft In sq.ft. Factor R-Value Frac. Absor. Grade 1 N Exterior Conc. Blk - Int Ins Z1 Storagel 4.1 19.0 0 10.0 0 190.0 0.149 0 0.30 0 % 2 W Exterior Conc. Blk - Int Ins Z1 Storagel 4.1 19.0 0 10.0 0 190.0 0.149 0 0.30 0 % _ 3 W Exterior Conc. Blk - Int Ins Z2 Room2 4.1 6.0 0 10.0 0 60.0 0.149 0 0.30 0 % _ 4 S Exterior Conc. Blk - Int Ins Z1 Storagel 4.1 19.0 0 10.0 0 190.0 0.149 0 0.30 0 _ 5 S Exterior Conc. Blk - Int Ins Z2 Room2 4.1 16.0 0 10.0 0 1%0 0.149 0 0.30 0 _ 6 E Exterior Conc. Blk - Int Ins Z2 Room2 4.1 4.0 0 10.0 0 40.0 0.149 0 0.30 0 % _ 7 S Exterior Conc. Blk - Int Ins Z13 HallsBath236W1 4.1 14.0 0 10.0 0 140.0 0.149 0 0.30 0 % _ 8 S Exterior Conc. Blk - Int Ins Z3 Room3 4.1 14.0 0 10.0 0 140.0 0.149 0 0.30 0 % _ 9 S Exterior Conc. Blk - Int Ins Z13 HallsBath236W I 4.1 9.0 0 10.0 0 90.0 0.149 0 0.30 0 _ 10 S Garage Frame - Wood Z13 HallsBath236W1 13.0 5.0 0 10.0 0 50.0 0.081 0.19 0.01 0 % _ 11 S Garage Frame - Wood Z4 FoyDinGRSitKitB 13.0 17.0 0 10.0 0 170.0 0.081 0.19 0.01 0 % _ 12 S Garage Frame - Wood Z13 HallsBath236W1 13.0 7.0 0 10.0 0 70.0 0.081 0.19 0.01 0 % _ 13 S Exterior Conc. Blk - Int Ins Z13 HallsBath236W1 4.1 7.0 0 10.0 0 70.0 0.149 0 0.30 0 14 S Exterior Conc. Blk - Int Ins Z6 Room6 4.1 9.0 0 12.0 0 108.0 0.149 0 0.30 0 _ 15 S Exterior Conc. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 7.0 0 14.0 0 98.0 0.149 0 0.30 0 % 16 E Garage Frame - Wood Z13HallsBath236W1 13.0 3.0 0 10.0 0 30.0 0.081 0.19 0.01 0% 11/11/2024 3:18:42 PM EnergyGauge® USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 3 EXHIBIT - 045 - PAGE - 086 60=9 FORM R405-2023 INPUT SUMMARY CHECKLIST REPORT WALLS(Continued) 17 E Exterior Cone. Bilk- Int Ins Z13 HallsBath236W I 4.1 14.0 0 10.0 0 140.0 0.149 0 0.30 0 _ 18 E Exterior Cone. Blk - Int Ins Z6 Room6 4.1 13.0 0 12.0 0 156.0 0.149 0 0.30 0 % _ 19 E Exterior Cone. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 15.0 0 14.0 0 210.0 0.149 0 0.30 0 % _ 20 N Exterior Cone. Bilk - Int Ins Z4 FoyDinGRSitKitB 4.1 7.0 0 14.0 0 98.0 0.149 0 0.30 0 % _ 21 NE Exterior Cone. Bilk - Int Ins Z4 FoyDinGRSitKitB 4.1 4.0 0 16.0 0 64.0 0.149 0 0.30 0 _ 22 E Exterior Cone. Bilk - Int Ins Z4 FoyDinGRSitKitB 4.1 7.0 0 16.0 0 112.0 0.149 0 0.30 0 _ 23 SE Exterior Cone. Bilk - Int Ins Z4 FoyDinGRSitKitB 4.1 4.0 0 16.0 0 64.0 0.149 0 0.30 0 _ 24 S Exterior Cone. Bilk - Int Ins Z5 LvgSitGameBaths 4.1 7.0 0 14.0 0 98.0 0.149 0 0.30 0 _ 25 E Exterior Cone. Bilk - Int Ins Z5 LvgSitGameBaths 4.1 15.0 0 14.0 0 210.0 0.149 0 0.30 0 _ 26 E Exterior Cone. Blk - Int Ins Z7 Room7 4.1 13.0 0 12.0 0 156.0 0.149 0 0.30 0 % _ 27 E Exterior Cone. Bilk - Int Ins Z8 Room8A 4.1 12.0 0 10.0 0 120.0 0.149 0 0.30 0 % _ 28 E Exterior Cone. Bilk - Int Ins Z9 Room8B 4.1 12.0 0 10.0 0 120.0 0.149 0 0.30 0 _ 29 N Exterior Cone. Bilk - Int Ins Z5 LvgSitGameBaths 4.1 7.0 0 14.0 0 98.0 0.149 0 0.30 0 _ 30 N Exterior Cone. Blk - Int Ins Z7 Room7 4.1 8.0 0 12.0 0 96.0 0.149 0 0.30 0 % _ 31 N Exterior Cone. Bilk - Int Ins Z8 Room8A 4.1 7.0 0 10.0 0 70.0 0.149 0 0.30 0 % _ 32 N Exterior Cone. Blk - Int Ins Z9 Room8B 4.1 5.0 0 10.0 0 50.0 0.149 0 0.30 0 % _ 33 N Garage Frame - Wood Z9 Room8B 13.0 10.0 0 10.0 0 100.0 0.081 0.19 0.01 0 % _ 34 N Garage Frame - Wood Z5 LvgSitGameBaths 13.0 11.0 0 10.0 0 110.0 0.081 0.19 0.01 0 % _ 35 W Exterior Cone. Blk - Int Ins Z5 LvgSitGameBaths 4.1 2.0 0 10.0 0 20.0 0.149 0 0.30 0 _ 36 N Exterior Cone. Blk - Int Ins Z10 Room10 4.1 12.0 0 10.0 0 120.0 0.149 0 0.30 0 _ 37 W Exterior Cone. Blk - Int Ins Z10 Room10 4.1 6.0 0 10.0 0 60.0 0.149 0 0.30 0 % _ 38 N Exterior Cone. Blk - Int Ins Z11 Room11 4.1 19.0 0 10.0 0 190.0 0.149 0 0.30 0 % _ 39 E Exterior Cone. Bilk - Int Ins Z5 LvgSitGameBaths 4.1 4.0 0 10.0 0 40.0 0.149 0 0.30 0 % _ 40 N Exterior Cone. Bilk - Int Ins Z5 LvgSitGameBaths 4.1 22.0 0 10.0 0 220.0 0.149 0 0.30 0 % _ 41 N Exterior Cone. Blk - Int Ins Z12 Room12 4.1 13.0 0 10.0 0 130.0 0.149 0 0.30 0 _ 42 W Exterior Cone. Blk - Int Ins Z5 LvgSitGameBaths 4.1 6.0 0 10.0 0 60.0 0.149 0 0.30 0 43 W Exterior Cone. Blk - Int Ins Z12 Room12 4.1 19.0 0 10.0 0 190.0 0.149 0 0.30 0 % _ 44 S Exterior Cone. Blk - Int Ins Z12 Room12 4.1 19.0 0 10.0 0 190.0 0.149 0 0.30 0 _ 45 S Exterior Cone. BIk - Int Ins Z5 LvgSitGameBaths 4.1 17.0 0 10.0 0 170.0 0.149 0 0.30 0 % _ 46 S Exterior Cone. Blk - Int Ins Z11 Room11 4.1 19.0 0 10.0 0 190.0 0.149 0 0.30 0 % _ 47 S Exterior Cone. Bilk - Int Ins Z5 LvgSitGameBaths 4.1 4.0 0 12.0 0 48.0 0.149 0 0.30 0 % _ 48 W Exterior Cone. Bilk - Int Ins Z5 LvgSitGameBaths 4.1 4.0 0 12.0 0 48.0 0.149 0 0.30 0 % _ 49 SW Exterior Cone. Bilk - Int Ins Z5 LvgSitGameBaths 4.1 18.0 0 12.0 0 216.0 0.149 0 0.30 0 % 50 NW Exterior Cone. Bilk - Int Ins Z5 LvgSitGameBaths 4.1 10.0 0 18.0 0 180.0 0.149 0 0.30 0 % _ 51 W Exterior Cone. Blk - Int Ins Z5 LvgSitGamel3aths 4.1 6.0 0 18.0 0 108.0 0.149 0 0.30 0 52 W Exterior Cone. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 6.0 0 18.0 0 108.0 0.149 0 0.30 0 53 SW Exterior Cone. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 11.0 0 18.0 0 198.0 0.149 0 0.30 0 % _ 54 NW Exterior Cone. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 12.0 0 12.0 0 144.0 0.149 0 0.30 0 % _ 55 W Exterior Cone. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 8.0 0 12.0 0 96.0 0.149 0 0.30 0 % 56 N Exterior Cone. Bilk - Int Ins Z13 HaIISBath236WI 4.1 45.0 0 10.0 0 450.0 0.149 0 0.30 0 % DOORS (Total Exposed Area = 22 sq.ft.) Width Height ✓# Ornt Adjacent To Door Type Space Storms U-Value Ft In Ft In Area 1 E Insulated Z13 HallsBath236WIC2 None 0.32 2.75 0 8.00 0 22.0ft2 WINDOWS (Total Exposed Area = 1452 sq.ft.) Wall Total Same Width Height --Overhang-- ✓# Ornt ID Frame Panes NFRC U-Factor SHGC Imp Storm Area Units (ft) (ft) Depth Sep. Interior Shade Screen (ft') (ft) (ft) 1 N 1 Metal Single (Tinted) Y 0.75 0.25 N N 40.0 1 5.00 8.00 10.0 2.0 None None _2 N 1 Metal Single (Tinted) Y 0.75 0.25 N N 12.0 1 2.00 6.00 10.0 2.0 None None _ 3 W 2 Metal Single (Tinted) Y 0.75 0.25 N N 30.0 1 6.00 5.00 2.0 2.0 None None _ 4 S 5 Metal Single (Tinted) Y 0.75 0.25 N N 22.5 1 4.50 5.00 2.0 2.0 None None _ 5 S 7 Metal Single (Tinted) Y 0.75 0.25 N N 15.0 1 2.50 6.00 2.0 2.0 None None _ 6 S 8 Metal Single (Tinted) Y 0.75 0.25 N N 15.0 1 3.00 5.00 2.0 2.0 None None _7 S 9 Metal Single (Tinted) Y 0.75 0.25 N N 3.0 1 3.00 1.00 2.0 1.0 None None 8 E 17 Metal Single (Tinted) Y 0.75 0.25 N N 18.0 1 3.00 6.00 2.0 2.0 None None 11/11/2024 3:18:42 PM EnergyGauge@ USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 4 EXHIBIT - 045 - PAGE - 087 FORM R405-2023 INPUT SUMMARY CHECKLIST REPORT WINDOWS(Continued) 9 E 18 Metal Single (Tinted) Y 0.75 0.25 N N 54.0 1 6.00 9.00 2.0 2.0 None None _ 10E 19 Metal Single (Tinted) Y 0.75 0.25 N N 100.0 1 10.00 10.00 2.0 2.0 None None _ 11 NE 21 Metal Single (Tinted) Y 0.75 0.25 N N 28.5 1 3.00 9.50 10.0 2.0 None None _ 12E 22 Metal Single (Tinted) Y 0.75 0.25 N N 50.0 1 5.00 10.00 12.0 0.0 None None _ 13E 22 Metal Single (Tinted) Y 0.75 0.25 N N 25.0 1 5.00 5.00 12.0 0.0 None None 14SE 23 Metal Single (Tinted) Y 0.75 0.25 N N 28.5 1 3.00 9.50 10.0 2.0 None None _ 15E 25 Metal Single (Tinted) Y 0.75 0.25 N N 100.0 1 10.00 10.00 2.0 2.0 None None _ 16E 26 Metal Single (Tinted) Y 0.75 0.25 N N 54.0 1 6.00 9.00 2.0 2.0 None None _ 17E 27 Metal Single (Tinted) Y 0.75 0.25 N N 36.0 1 6.00 6.00 2.0 2.0 None None _ 18E 28 Metal Single (Tinted) Y 0.75 0.25 N N 36.0 1 6.00 6.00 2.0 2.0 None None _ 19N 36 Metal Single (Tinted) Y 0.75 0.25 N N 24.0 1 6.00 4.00 2.0 4.0 None None _ 20N 38 Metal Single (Tinted) Y 0.75 0.25 N N 27.0 1 4.50 6.00 2.0 2.0 None None 21 N 38 Metal Single (Tinted) Y 0.75 0.25 N N 27.0 1 4.50 6.00 2.0 2.0 None None _ 22N 40 Metal Single (Tinted) Y 0.75 0.25 N N 6.0 1 3.00 2.00 2.0 2.0 None None 40 Metal Single (Tinted) Y 0.75 0.25 N N 6.0 1 3.00 2.DO 2.0 2.0 None None _23N 24W 43 Metal Single (Tinted) Y 0.75 0.25 N N 30.0 1 6.00 5.00 2.0 2.0 None None _ _ 25S 44 Metal Single (Tinted) Y 0.75 0.25 N N 12.0 1 2.00 6.00 10.0 2.0 None None _ 26S 44 Metal Single (Tinted) Y 0.75 0.25 N N 30.0 1 5.00 6.00 10.0 2.0 None None _ 27S 45 Metal Single (Tinted) Y 0.75 0.25 N N 48.0 1 6.00 8.00 10.0 2.0 None None _ 28S 46 Metal Single (Tinted) Y 0.75 0.25 N N 40.0 1 5.00 8.00 10.0 2.0 None None 29S 46 Metal Single (Tinted) Y 0.75 0.25 N N 40.0 1 5.00 8.00 10.0 2.0 None None 30SW 49 Metal Single (Tinted) Y 0.75 0.25 N N 63.0 1 9.00 7.00 7.0 2.0 None None 31 NW 50 Metal Single (Tinted) Y 0.75 0.25 N N 48.0 1 6.00 &00 8.0 0.0 None None _ _ 32NW 50 Metal Single (Tinted) Y 0.75 0.25 N N 36.0 1 6.00 6.00 8.0 0.0 None None _ 33W 51 Metal Single (Tinted) Y 0.75 0.25 N N 45.0 1 4.50 10.00 6.0 0.0 None None 34W 52 Metal Single (Tinted) Y 0.75 0.25 N N 45.0 1 4.50 10.00 6.0 0.0 None None 35SW 53 Metal Single (Tinted) Y 0.75 0.25 N N 36.0 1 6.00 6.00 8.0 0.0 None None _ 36SW 53 Metal Single (Tinted) Y 0.75 0.25 N N 48.0 1 6.00 8.00 8.0 0.0 None None _ 37 NW 54 Metal Single (Tinted) Y 0.75 0.25 N N 63.0 1 9.00 7.00 7.0 2.0 None None _ 38 N 56 Metal Single (Tinted) Y 0.75 0.25 N N 20.0 1 2.50 8.00 10.0 2.0 None None _ 39 N 56 Metal Single (Tinted) Y 0.75 0.25 N N 45.0 1 5.00 9.00 10.0 2.0 None None 40N 56 Metal Single (Tinted) Y 0.75 0.25 N N 45.0 1 5.00 9.00 10.0 2.0 None None INFILTRATION # Scope Method SLA CFM50 ELA EgLA ACH ACH50 Space(s) Infiltration Test Volume 1 Wholehouse Proposed ACH(50) 0.00055 10543 578.42 1085.92 0.1508 7.0 All 90369 cu ft GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 859 ft' 859 ft2 53 ft 10 ft 13 MASS # Mass Type Area Thickness Furniture Fraction Space 1 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Z1 Storagel 2 Default(8 Ibs/sq.ft.) 0 ft2 0 ft 0.30 Z2 Room2 3 Default(8 Ibs/sq.ft.) 0 ft2 0 ft 0.30 Z3 Room3 _ 4 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Z4 FoyDinGRSitKitBonus 5 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Z5 LvgSitGameBathsW ICs _ _ 6 Default(8 Ibs/sq.ft.) 0 ft, 0 ft 0.30 Z6 Room6 _ 7 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Z7 Room7 8 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Z8 Room8A _ 9 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Z9 Room813 _ 10 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Z10 Rooml0 11 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Z11 Rooml l 11/11/2024 3:18:42 PM EnergyGauge® USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 5 EXHIBIT - 045 - PAGE - 088 FORM R405-2023 INPUT SUMMARY CHECKLIST REPORT MASS(Continued) _ 12 Default(8 Ibs/sq.ft.) 0 ft, 0 ft 0.30 Z12 Room12 13 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Z13 HallsBath236WIC26 HEATING SYSTEM # System Type Subtype/Speed AHRI # Efficiency Capacity ----Geothermal HeatPump---- Ducts Block kBtu/hr Entry Power Volt Current 1A Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 1 _ 1 B Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 1 _ 1 C Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 1 _ 1 D Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 1 _ 1 E Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 1 _ 2A Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 2 _ 26 Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 2 _ 2C Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 2 _ 2D Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 2 _ 2E Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 2 _ 3A Electric Strip Heat None COP: 1.00 34.1 0.00 0.00 0.00 sys#1 3 _ 3B Electric Strip Heat None COP: 1.00 34.1 0.00 0.00 0.00 sys#1 3 _ 3C Electric Strip Heat None COP: 1.00 17.1 0.00 0.00 0.00 sys#1 3 _ 3D Electric Strip Heat None COP: 1.00 0.0 0.00 0.00 0.00 sys#1 3 3E Electric Strip Heat None COP: 1.00 0.0 0.00 0.00 0.00 sys#1 3 COOLING SYSTEM # System Type Subtype/Speed AHRI # Efficiency Capacity Air Flow SHR Duct Block kBtu/hr cfm 1A Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 1 _ 113 Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 1 _ 1C Central Unit NonelSingle SEER2:15.2 12.0 360 0.75 Ductless 1 _ 1 D Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 1 _ 1 E Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 1 _ Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 2 _2A 213 Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 2 _ 2C Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 2 _ 2D Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 2 _ 2E Central Unit NonelSingle SEER2:15.2 12.0 360 0.75 Ductless 2 _ 3A Central Unit None/Single SEER2:15.2 60.0 1800 0.75 sys#1 3 _ 36 Central Unit None/Single SEER2:15.2 60.0 1800 0.75 sys#1 3 _ 3C Central Unit None/Single SEER2:14.3 24.0 720 0.75 sys#1 3 HOT WATER SYSTEM # System Type Subtype Location EF(UEF) Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length 1 Propane Tankless Z13 HallsBath236WIC2 0.97 (0.97) 1.00 gal 120 gal 120 deg Standard None 99 Recirculation Recirc Control Loop Branch Pump DWHR Facilities Equal DWHR Other Credits System Type length length power Connected Flow Eff 1 No NA NA NA No NA NA NA None 11/11/2024 3:18:42 PM EnergyGauge® USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 6 EXHIBIT - 045 - PAGE - 089 FORM R405-2023 INPUT SUMMARY CHECKLIST REPORT DUCTS Duct------------Supply--------------------------Return------------ - # Location R-Value Area Location R-Value Area Leakage Type Air Handler CFM 25 TOT CFM 25 OUT QN OUT RLF HVAC # Heat Cool _ 1A Attic 6.0 220 ft' Attic 6.0 120 ft' Default Leakage Z4 FoyDinG (Default) (Default) 3 3 _ 1 B Attic 6.0 220 ft' Attic 6.0 120 ft' Default Leakage Z5 LvgSitG (Default) (Default) 3 3 1C Attic 6.0 85 ft' Attic 6.0 46 ft' Default Leakage Z13 HallsB (Default) (Default) 3 3 TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Cooling [ ] Jan [ ] Feb [ ] Mar [ ] Apr [ ] May [X] Jun [X] Jul [X] Aug [X] Sep [I Oct [I Nov [ ] Dec Heating [XI Jan [X] Feb [X] Mar [ ] Apr [ ] May [ ] Jun [ ] Jul [ ] Aug [ ] Sep [ ] Oct [XI Nov [XI Dec Venting [ ] Jan [ ] Feb [X] Mar [X] Apr [I May (] Jun [ ] Jul [ ] Aug [ ] Sep [X] Oct [X] Nov [I Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 4 5 6 Hours 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 _Cooling(WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 68 66 66 68 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH) AM PM 66 68 66 68 66 66 68 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 11/11/2024 3:18:42 PM EnergyGauge® USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 7 EXHIBIT - 045 - PAGE - 090 FORM R405-2023 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 89 The lower the EnergyPerformance Index, the more efficient the home. New construction or existing 2225 23rd Street SW,Naples,FL, New (From Plans) 2. Single family or multiple family Detached 3. Number of units, if multiple family 1 4. Number of Bedrooms 9 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 7254 Conditioned floor area below grade (ft2) 0 7. Windows- Description Area a. U-Factor: Sgl, U=0.75 1451.50 ft2 SHGC: SHGC=0.25 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Skylights Description U-Factor:(AVG) N/A SHGC(AVG): N/A 9. Floor Types Insulation a. Slab -On -Grade Edge Insulation R= 0.0 b. N/A R= c. N/A R= ft2 ft2 6.037 ft 0.250 Area N/A ft2 Area 7254.00 ft2 ft2 ft2 10. Wall Types(7044.0 sgft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 6514.00 ft2 b. Frame - Wood, Adjacent R=13.0 530.00 ft2 c. N/A d. N/A 11. Ceiling Types(7254.0 sqft.) Insulation Area a. Flat ceiling under att (Vented) R=30.0 7254.00 ft2 b. N/A c. N/A 12. Roof(Barrel tile, Vented) Deck R=0.0 7859 ft2 13. Ducts, location & insulation level R ft2 a. Sup: Attic, Ret: Attic, AH: Z13 Halls 6 85 b. C. 14. Cooling Systems kBtu/hr Efficiency a. Central Unit 60.0 SEER2:15.20 b. Central Unit 60.0 SEER2:15.20 c. Central Unit 144.0 SEER2:15.05 15. Heating Systems kBtu/hr Efficiency a. Electric Heat Pump 51.0 HSPF2:7.50 b. Electric Heat Pump 51.0 HSPF2:7.50 c. Electric Strip Heat 85.3 COP:1.00 16. Hot Water Systems a. PropaneTankless Cap: 1 gallons EF: 0.970 b. Conservation features None 17. Credits CF. Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: 2225 23rd Street SW City/FL Zip: Naples,FL, "Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida Energy Rating. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "`Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. O�114E ST,gj�o� t 4 l�COD WE'i'�JytC 11/11/2024 3:18:42 PM EnergyGauge® USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Pagel of 1 EXHIBIT - 045 - PAGE - 091 onn Florida Building Code, Energy Conservation, 8th Edition (2023) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2225 23rd Street SW Permit Number: Naples, FL MANDATORY REQUIREMENTS -see individual code sections for full details. SECTION R401 GENERAL ❑ R401.3 Energy Performance Level (EPL) display card - (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. SECTION R402 BUILDING THERMAL ENVELOPE ❑ R402.2.10.1 Slab -on -grade floor Insulation installation (Mandatory). Where installed, the insulation shall extend downward from the top of the slab on the outside or inside of the foundation wall. Insulation located below grade shall be extended the distance provided in Table R402.1.2, or the distance of the proposed design as applicable, by any combination of vertical insulation, insulation extending under the slab or insulation extending out from the building. Insulation extending away from the building shall be protected by pavement or by not less than 10 inches (254 mm) of soil. The top edge of the insulation installed between the exterior wall and the edge of the interior slab shall be permitted to be cut at a 45-degree (0.79 rad) angle away from the exterior wall. ❑ R402.2.11.1 Crawl space walls insulation installation (Mandatory). Where crawl space wall insulation is installed, it shall be permanently fastened to the wall and extend downward from the floor to the finished grade level and then vertically and/or horizontally for at least an additional 24 inches (610 mm). Exposed earth in unvented crawl space foundations shall be covered with a continuous Class I vapor retarder in accordance with the Florida Building Code, Building, or Florida Building Code, Residential, as applicable. All joints of the vapor retarder shall overlap by 6 inches (153 mm) and be sealed or taped. The edges of the vapor retarder shall extend not less than 6 inches (153 mm) up the stem wall and shall be attached to the stem wall. ❑ R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. ❑ R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. ❑ R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. ❑ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Dwelling units with an air leakage rate less than three air changes per hour shall be provided with whole -house mechanical ventilation in accordance with Section R403.6.1 of this code and Section M1507.3 of the Florida Building Code, Residential. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. 7. If an attic is both air sealed and insulated at the roof deck, interior access doors and hatches between the conditioned space volume and the attic shall be opened during the test and the volume of the attic shall be added to the conditioned space volume for purposes of reporting an infiltration volume and calculating the air leakage of the home. 11/11/2024 3:18:42 PM EnergyGauge® USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 1 of 7 EXHIBIT - 045 - PAGE - 092 Florida Building Code, Energy Conservation, Mandatory Requirements (2023 Continued) ❑ R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. ❑ R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ W DMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. ❑ R402.4.4 Rooms containing fuel - burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. ❑ R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ R402.4.6 Air -sealed electrical and communication boxes. Air -sealed electrical and communication boxes that penetrate the air barrier of the building thermal envelope shall be caulked, taped, gasketed, or otherwise sealed to the air barrier element being penetrated. Air -sealed boxes shall be buried in or surrounded by insulation. Air -sealed boxes shall be marked in accordance with NEMA OS 4. Air -sealed boxes shall be installed in accordance with the manufacturer's instructions. SECTION R403 SYSTEMS R403.1 Controls ❑ R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system ❑ R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps with supplementary electric -resistance heaters shall have controls that limit supplemental heat operation to only those times when one of the following applies: 1. The vapor compression cycle cannot provide the necessary heating energy to satisfy the thermostat setting. 2. The heat pump is operating in defrost mode. 3. The vapor compression cycle malfunctions. 4. The thermostat malfunctions ❑ R403.3.2 Sealing (Mandatory). All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2 Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions; 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. Duct leakage testing is required for Section R405 compliance where credit is taken for leakage, and a duct air leakage Qn to the outside of less than 0.080 (where Qn = duct leakage to the outside in cfm per 100 square feet of conditioned floor area tested at 25 Pascals) is indicated in the compliance report for the proposed design. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official 11/11/2024 3:18:42 PM EnergyGauge® USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 2 of 7 EXHIBIT - 045 - PAGE - 093 Florida Building Code, Energy Conservation, Mandatory Requirements (2023 Continued) ❑ R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums ❑ R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). If heated water circulation systems are installed, they shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. ❑ R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. ❑ R403.5.2 Demand recirculation water systems (Mandatory). Where installed, demand recirculation water systems shall have controls that comply with both of the following: 1. The control shall start the pump upon receiving a signal from the action of a user of a fixture or appliance, sensing the presence of a user of a fixture or sensing the flow of hot or tempered water to a fixture fitting or appliance. 2. The control shall limit the temperature of the water entering the cold water piping to 104°F (401C). l ❑ R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers v shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). ❑ R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 1007 to 140°F (38°C to 60'C). ❑ R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water -heating systems to be turned off. ❑ R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. ❑ R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TMA, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 11 /11/2024 3:18:42 PM EnergyGauge® USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 3 of 7 EXHIBIT - 045 - PAGE - 094 Florida Building Code, Energy Conservation, Mandatory Requirements (2023 Continued) ❑ R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where an air handler that is integral to tested and listed HVAC equipment is used to provide whole -house mechanical ventilation, the air handler shall be powered by an electronically commutated motor. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY' (CFM/WATT) AIRFLOW RATE MAXIMUM (CFM) HRV or ERV Any 1.2 cfm/watt Any Range hoods Any 2.8 cfm/watt Any In -line fan Any 3.8 cfm/watt Any Bathroom, utility room 10 2.8 cfm/watt <90 Bathroom, utility room 90 3.5 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 ❑ R403.6.2 Ventilation Air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, ~" crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment. ❑ R403.7.1 Equipment sizing (Mandatory). Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. 11 /11/2024 3:18:42 PM EnergyGauge® USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 4 of 7 EXHIBIT - 045 - PAGE - 095 Florida Building Code, Energy Conservation, Mandatory Requirements (2023 Continued) ❑ R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section R403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Florida Building Code, Energy Conservation —Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice system controls (Mandatory). Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10"C), and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). ❑ 403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems 3. Where pumps are powered exclusively from on -site renewable generation. 11/11/2024 3:18:42 PM EnergyGauge® USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 5 of 7 EXHIBIT - 045 - PAGE - 096 Florida Building Code, Energy Conservation, Mandatory Requirements (2023 Continued) ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception:Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required ❑ R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. ❑ R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. ❑ R403.11 Portable spas (Mandatory). The energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14 ❑ R403.13 Dehumidifiers (Mandatory). If installed, a dehumidifier shall conform to the following requirements: 1. The minimum rated efficiency of the dehumidifier shall be greater than 1.7 liters/ kWh if the total dehumidifier capacity for the house is less than 75 pints/day and greater than 2.38 liters/kWh if the total dehumidifier capacity for the house is greater than or equal to 75 pints/day. 2. The dehumidifier shall be controlled by a sensor that is installed in a location where it is exposed to mixed house air. 3. Any dehumidifier unit located in unconditioned space that treats air from conditioned space shall be insulated to a minimum of R-2. 4. Condensate disposal shall be in accordance with Section M1411.3.1 of the Florida Building Code, Residential. ❑ R403.13.1 Ducted dehumidifiers. Ducted dehumidifiers shall, in addition to conforming to the requirements of Section R403.13, conform to the following requirements: 1. If a ducted dehumidifier is configured with return and supply ducts both connected into the supply side of the cooling system, a backdraft damper shall be installed in the supply air duct between the dehumidifier inlet and `- outlet duct. 2. If a ducted dehumidifier is configured with only its supply duct connected into the supply side of the central heating and cooling system, a backdraft damper shall be installed in the dehumidifier supply duct between the dehumidifier and central supply duct. 3. A ducted dehumidifier shall not be ducted to or from a central ducted cooling system on the return duct side upstream from the central cooling evaporator coil. 4. Ductwork associated with a dehumidifier located in unconditioned space shall be insulated to a minimum of R-6. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS ❑ R404.1 Lighting equipment (Mandatory). All permanently installed luminaires, excluding those in kitchen appliances, shall have an efficacy of at least 45 lumens -per -watt or shall utilize lamps with an efficacy of not less than 65 lumens -per -watt. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 11/11/2024 3:18:42 PM EnergyGauge® USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 6 of 7 EXHIBIT - 045 - PAGE - 097 Florida Building Code, Energy Conservation, Mandatory Requirements (2023 Continued) SECTION R405 SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE) ❑ R405.2 Mandatory requirements. Compliance with this section requires that the mandatory provisions identified in Section R401.2 be met. All supply and return ducts not completely inside the building thermal envelope shall be insulated to a minimum of R-6, except site -wrapped supply ducts not completely inside the building thermal envelope shall be insulated to a minimum of R-8. ❑ R405.2.1 Ceiling insulation. Ceilings shall have an insulation level of at least R-19, space permitting. For the purposes of this code, types of ceiling construction that are considered to have inadequate space to install R-19 include single assembly ceilings of the exposed deck and beam type and concrete deck roofs. Such ceiling assemblies shall be insulated to at least a level of R-10. ❑ R405.2.2 Building air leakage testing. Building or dwelling air leakage testing shall be in accordance with Sections R402.4 through R402.4.1.2. If an air leakage rate below seven air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) is specified for the proposed design, testing shall verify the air leakage rate does not exceed the air leakage rate of the proposed design instead of seven air changes per hour. ❑ R405.2.3 Duct air leakage testing. In cases where duct air leakage lower than the default Qn to outside of 0.080 (where Qn = duct leakage to the outside in cfm per 100 square feet of conditioned floor area tested at 25 Pascals) is specified for the proposed design, testing in accordance with Section R403.3.2 shall verify a duct air leakage rate not exceeding the leakage rate of the proposed design. Otherwise, in accordance with Section R403.3.3, duct testing is not mandatory for buildings complying by Section R405. SECTION R406 ENERGY RATING INDEX COMPLIANCE ALTERNATIVE ❑ R406.2 Mandatory requirements. Compliance with this section requires that the provisions identified in Sections R401 through R404 labeled as "mandatory' and Section R403.5.3 of the 2015 International Energy Conservation Code be met. For buildings that do not utilize on -site renewable power production for compliance with this section, the building thermal envelope shall be greater than or equal to levels of efficiency and Solar Heat Gain Coefficient in Table 402.1.1 or 402.1.3 of the 2009 International Energy Conservation Code. For buildings that utilize on -site renewable power production for compliance with this section, the building thermal envelope shall be greater than or equal to levels of efficiency and Solar Heat Gain Coefficient in Table R402.1.2 or Table R402.1.4 of the 2015 International Energy Conservation Code. Exception: Supply and return ducts not completely inside the building thermal envelope shall be insulated to a minimum of R-6. ❑ R406.2.1 Site -wrapped supply ducts. Site -wrapped supply ducts not completely inside the building thermal envelope shall be insulated to a minimum of R-8. 11 /11 /2024 3:18:42 PM EnergyGauge® USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 7 of 7 EXHIBIT - 045 - PAGE - 098 2023 - AIR BARRIER AND INSULATION INSPFCTlnN rnRAPnNl=nlT rQIT17:QIA_TAU] C: Air)) A -1 Project Name: 2225 23rd Street SW Residence Builder Name: Owner Street: 2225 23rd Street SW Permit Office: Collier City, State, Zip: Naples, FL, Permit Number: Owner: Jurisdiction: 211000 Design Location: FL, NAPLES_MUNICIPAL County: Collier(Florida Climate Zone 1) COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA U w General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall U requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per Knee walls shall be sealed. inch minimum Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skyli hts and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation, maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered Where provided instead of floor insulation, insulation with a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building envelope shall be sealed to the finished surface. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers Exterior walls adjacent to showers and tubs shall on exterior wall and tubs shall separate them from the showers and tubs. be insulated. Boxes, housings, and enclosures that penetrate the air barrier Boxes, housings, and enclosures shall be buried in shall be caulked, taped, gasketed, or otherwise sealed or surrounded by tightly fitted insulation. Electrical, to the air barrier element being penetrated. communication, and All concealed openings into the box, housing, or enclosure other equipment shall be sealed. boxes, housings, The continuity of the air barrier shall be maintained around and enclosures boxes, housings, and enclosures that penetrate the air barrier. Alternatively, air -sealed boxes shall be installed in accordance with R402.4.6 HVAC register boots HVAC supply and return register boots that penetrate building thermal envelope shall be sealed to the sub -floor, wall covering or ceiling penetrated by the boot. Concealed When required to be sealed, concealed fire sprinklers shall only sprinklers be sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids voids between fire sprinkler cover plates and walls or ceilings. a. in addition, Inspection of log walls shall be in accordance with the provisions of ICC-400. 11/11/2024 3:18:42 PM EnergyGauge® USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 1 EXHIBIT - 045 - PAGE - 099 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2023 Florida Building Code, Energy Conservation. 8th Erlifinn Jurisdiction: 211000 Permit #: Job Information Builder: Owner Community: Lot: NA Address: 2225 23rd Street SW City: Naples State: FL Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method O PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2. • PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on Form R405-2023 (Performance) or R406-2023 (ERI), section labeled as infiltration, sub -section ACH50. ACH(50) specked on Form R405-2023-Energy Calc (Performance) or R406-2023 (ERI): 7,000 x 60 _ 90369 — Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans F1 PASS • Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation 0 Field measured and calculated must be verified by building department. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Dwelling units with an air leakage rate less than three air changes per hour shall be provided with whole -house mechanical ventilation in accordance with Section R403.6.1 of this code and Section M1507.3 if the Florida Building Code, Residential Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues,or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. 7. If an attic is both sealed and insulated at the roof deck, interior access doors and hatches between the conditioned space volume and the attic shall be opened during the test and the volume of the attic shall be added to the conditioned space volume for purposes of reporting the infiltration volume and calculating the air leakage of the home. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2023 8th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 11/11/2024 3:18:42 PM EnergyGaugeO USA 8.0.00 - FlaRes2023 FBC 8th Edition (2023) Compliant Software Page 1 of 1 EXHIBIT - 045 - PAGE - 100 Building Input Summary Report PROJECT Title: 2225 23rd Street SW Residence Address type: Street Address Building Type: User Bedrooms: 9 Lot #: Owner: Conditioned Area: 7254 Block/SubDivision: - Builder Home ID: Total Stories: 1 PlatBook: Builder Name: Permit Office: Owner Collier Worst Case: No Street: 2225 23rd Street SW Jurisdiction: 211000 Rotate Angle: 0 Cross Ventilation: County: City, State, Zip: Collier Naples, Family Type: Detached Whole House Fan: FL, New/Existing: New (From Plans) Terrain: Suburban Year Construct: 2024 Shielding: Suburban Comment: CLIMATE Design Location Tmy Site Design Temp Int Design Temp Heating Design Daily temp 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, NAPLES_MUNICIPAL FL—NAPLES_MUNICIPAL 46 90 70 75 288.5 58 Medium UTILITY Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh EnergyGauge Default 0.00 0.13 Natural Gas Therm EnergyGauge Default 0.00 Fuel Oil Gallon EnergyGauge Default 0.00 1.72 3.40 Propane Gallon EnergyGauge Default 0.00 2.40 SURROUNDINGS Ornt Type -----------Shade Trees------------- -- --- ---Adjacent Buildings---------- Height Width Distance Exist Height Width Distance N None NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft Oft Oft Oft S None SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume _ 1 Block1 1220 13211 cu ft _ 2 Block2 1261 13410 cu ft 3 Block3 4773 63748 cu ft 11/11/2024 3:21:37 PM EnergyGauge® / USRCSB v8.1.00 Page 1 EXHIBIT - 045 - PAGE - 101 Building Input Summary Report SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 2 Z1 Storage1 Z2 Room2 331 276 3310 No 0 0 Yes Yes Yes 3 Z3 Room3 215 2760 2365 No No 1 1 1 1 Yes Yes Yes _4 Z4FoyDinGRSitKitBonus 2003 30045 Yes 3 0 Yes Yes Yes 5 Z5 LvgSitGameBathsWlCs 2001 26013 No 3 0 Yes Yes Yes 6 Z6 Room6 212 2544 No 1 1 Yes Yes Yes Yes 7 Z7 Room7 186 2232 No 1 1 Yes Yes Yes 8 Z8 Room8A 204 2040 No 1 1 Yes Yes Yes 9 Z9 Room8B 180 1800 No 1 1 Yes Yes Yes 10 Z10 Rooml0 155 1550 No 1 1 Yes Yes Yes 11 Z11 Roomll 400 4800 No 1 1 Yes Yes Yes 12 Z12 Room12 322 3220 No 1 1 Yes Yes Yes _13 Z13HallsBath236WIC26 769 7690 No 0 0 Yes Yes Yes Yes Yes FLOORS (Total Exposed Area = 7254 sq.ft.) # Floor Type Space Exposed Area R-Value U-Factor Slabinsul. Tile Wood Carpet Perim(ft) Perim. Joist Vert/Horiz 1 2 Slab -On -Grade Edge Ins Slab -On -Grade Edge Ins Z1 Storagel Z2 Room2 57 331 sqft 0 - 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 - _ 3 Slab -On -Grade Edge Ins Z3 Room3 26 14 276 sqft 215 soft 0 - 0 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 4 Slab -On -Grade Edge Ins Z4 FoyDinGRSitKitBon 98 2003 sqft --- 0 --- 0.710 0.710 0 (ft)/0 (ft) 0 (ft)/0 (ft) 1.00 1.00 0.00 0.00 0.00 5 Slab -On -Grade Edge Ins Z5 LvgSitGameBathsWI 133 2001 soft 0 --- 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 0.00 - 6 7 Slab -On -Grade Edge Ins Slab -On -Grade Edge Ins Z6 Room6 Z7 Room7 22 212 sqft 0 --- 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 - 8 Slab -On -Grade Edge Ins Z8 Room8A 21 19 186 soft 204 sqft 0 - 0 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 _ 9 Slab -On -Grade Edge Ins Z9 Room8B 27 180 sqft --- 0 --- 0.710 0.710 0 (ft)/0 (ft) 0 (ft)/0 (ft) 1.00 1.00 0.00 0.00 0.00 10 Slab -On -Grade Edge Ins Z10 Room10 18 155 sqft 0 --- 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 0.00 11 12 Slab -On -Grade Edge Ins Slab -On -Grade Edge Ins Z11 Rooml l Z12 Room12 38 400 soft 0 - 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 _ 13 Slab -On -Grade Edge Ins Z13 HallsBath236WIC2 51 96 322 sqft 769 sqft 0 - 0 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 - 0.710 0 (ft)/0 (ft) 1.00 0.00 0.00 ROOF # Type Materials Roof Gable Area Area Roof Rad Solar Color Barr SA Emitt Emitt Deck Pitch Absor. Tested Tested Insul. (deg) _ 1 Hip Barrel tile 7859 ft2 0 ft' Light N 0.32 No 0.9 No 0 22.62 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 7254 ft2 N N 11/11/2024 3:21:37 PM EnergyGauge® / USRCSB v8.1.00 Page 2 EXHIBIT - 045 - PAGE - 102 Building Input Summary Report CEILING (Total Exposed Area = 7254 sq.ft.) # Ceiling Type Space R-Value Ins. Type Area U-Factor Framing Frac. Truss Type _ 1 Flat ceiling under attic(Vented) Z1 Storagel 30.0 Blown 331.0ft2 0.030 0.11 Wood 2 Flat ceiling under attic(Vented) Z2 Room2 30.0 Blown 276.0ft2 0.030 0.11 Wood _ 3 Flat ceiling under attic(Vented) Z3 Room3 30.0 Blown 215.0ft2 0.030 0.11 Wood _ 4 Flat ceiling under attic(Vented) Z4 FoyDinGRSitKitBon 30.0 Blown 2003.0ft' 0.030 0.11 Wood _ 5 Flat ceiling under attic(Vented) Z5 LvgSitGameBathsWl 30.0 Blown 2001.0ft' 0.030 0.11 Wood _ 6 Flat ceiling under attic(Vented) Z6 Room6 30.0 Blown 212.0ft' 0.030 0.11 Wood _ 7 Flat ceiling under attic(Vented) Z7 Room7 30.0 Blown 186.0ft' 0.030 0.11 Wood _ 8 Flat ceiling under attic(Vented) Z8 Room8A 30.0 Blown 204.0ft' 0.030 0.11 Wood _ 9 Flat ceiling under attic(Vented) Z9 Room8B 30.0 Blown 180.0ft' 0.030 0.11 Wood _ 10 Flat ceiling under attic(Vented) Z10 Room10 30.0 Blown 155.0ft' 0.030 0.11 Wood _ 11 Flat ceiling under attic(Vented) Z11 Rooml l 30.0 Blown 400.0ft2 0.030 0.11 Wood _ 12 Flat ceiling under attic(Vented) Z12 Rooml2 30.0 Blown 322.0ft' 0.030 0.11 Wood 13 Flat ceiling under attic(Vented) Z13 HallsBath236WIC2 30.0 Blown 759.0ft' 0.030 0.11 Wood WALLS (Total Exposed Area = 7044 sq.ft.) / Adjacent Cavity Width Height Area U- Sheath Frm. Solar Below , V # Ornt To Wall Type Space R-Value Ft In Ft In sq.ft. Factor R-Value Frac. Absor, Grade 1 N Exterior Conc. Blk - Int Ins Z1 Storages 4.1 19.0 0 10.0 0 190.0 0.149 0 0.30 0 % _ 2 W Exterior Conc. Blk - Int Ins Z1 Storagel 4.1 19.0 0 10.0 0 190.0 0.149 0 0.30 0 % _ 3 W Exterior Conc. Blk - Int Ins Z2 Room2 4.1 6.0 0 10.0 0 60.0 0.149 0 0.30 0 % _ 4 S Exterior Conc. Bilk - Int Ins Z1 Storagel 4.1 19.0 0 10.0 0 190.0 0.149 0 0.30 0 % _ 5 S Exterior Conc. Bilk - Int Ins Z2 Room2 4.1 16.0 0 10.0 0 160.0 0.149 0 0.30 0 % _ 6 E Exterior Conc. Bilk - Int Ins Z2 Room2 4.1 4.0 0 10.0 0 40.0 0.149 0 0.30 0 % 7 S Exterior Conc. Blk - Int Ins Z13 HallsBath236W1 4.1 14.0 0 10.0 0 140.0 0.149 0 0.30 0 % _ 8 S Exterior Conc. Bik - Int Ins Z3 Room3 4.1 14.0 0 10.0 0 140.0 0.149 0 0.30 0 _ 9 S Exterior Conc. Blk - Int Ins Z13 HallsBath236W I 4.1 9.0 0 10.0 0 90.0 0.149 0 0.30 0 % 10 S Garage Frame - Wood Z13 HallsBath236W1 13.0 5.0 0 10.0 0 50.0 0.081 0.19 0.01 0 % _ 11 S Garage Frame - Wood Z4 FoyDinGRSitKitB 13.0 17.0 0 10.0 0 170.0 0.081 0.19 0.01 0 % _ 12 S Garage Frame - Wood Z13 HallsBath236W I 13.0 7.0 0 10.0 0 70.0 0.081 0.19 0.01 0 % _ 13 S Exterior Conc. Bilk - Int Ins Z13 HallsBath236W I 4.1 7.0 0 10.0 0 70.0 0.149 0 0.30 0 _ 14 S Exterior Conc. Blk - Int Ins Z6 Room6 4.1 9.0 0 12.0 0 108.0 0.149 0 0.30 0 _ 15 S Exterior Conc. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 7.0 0 14.0 0 98.0 0.149 0 0.30 0 % 16 E Garage Frame - Wood Z13 HallsBath236W1 13.0 3.0 0 10.0 0 30.0 0.081 0.19 0.01 0 % 17 E Exterior Conc. Blk - Int Ins Z13 HailsBath236W I 4.1 14.0 0 10.0 0 140.0 0.149 0 0.30 0 % _ 18 E Exterior Conc. Blk - Int Ins Z6 Room6 4.1 13.0 0 12.0 0 156.0 0.149 0 0.30 0 _ 19 E Exterior Conc. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 15.0 0 14.0 0 210.0 0.149 0 0.30 0 _ 20 N Exterior Conc. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 7.0 0 14.0 0 98.0 0.149 0 0.30 0 _ 21 NE Exterior Conc. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 4.0 0 16.0 0 64.0 0.149 0 0.30 0 22 E Exterior Conc. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 7.0 0 16.0 0 112.0 0.149 0 0.30 0 % _ 23 SE Exterior Conc. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 4.0 0 16.0 0 64.0 0.149 0 0.30 0 % 24 S Exterior Conc. Blk - Int Ins Z5 LvgSitGameBaths 4.1 7.0 0 14.0 0 98.0 0.149 0 0.30 0 % _ 25 E Exterior Conc. Blk - Int Ins Z5 LvgSitGameBaths 4.1 15.0 0 14.0 0 210.0 0.149 0 0.30 0 % _ 26 E Exterior Conc. Blk - Int Ins Z7 Room7 4.1 13.0 0 12.0 0 156.0 0.149 0 0.30 0 % _ 27 E Exterior Conc. Blk - Int Ins Z8 Room8A 4.1 12.0 0 10.0 0 120.0 0.149 0 0.30 0 % 28 E Exterior Conc. Blk - Int Ins Z9 Room8B 4.1 12.0 0 10.0 0 120.0 0.149 0 0.30 0 % _ 29 N Exterior Conc. Blk - Int Ins Z5 LvgSitGameBaths 4.1 7.0 0 14.0 0 98.0 0.149 0 0.30 0 % _ 30 N Exterior Conc. Blk - Int Ins Z7 Room7 4.1 8.0 0 12.0 0 96.0 0.149 0 0.30 0 % _ 31 N Exterior Conc. Blk - Int Ins Z8 Room8A 4.1 7.0 0 10.0 0 70.0 0.149 0 0.30 0 % _ 32 N Exterior Conc. Blk - Int Ins Z9 Room813 4.1 5.0 0 10.0 0 50.0 0.149 0 0.30 0 % _ 33 N Garage Frame - Wood Z9 Room8B 13.0 10.0 0 10.0 0 100.0 0.081 0.19 0.01 0 % _ 34 N Garage Frame - Wood Z5 LvgSitGameBaths 13.0 11.0 0 10.0 0 110.0 0.081 0.19 0.01 0 % 35 W Exterior Conc. Blk - Int Ins Z5 LvgSitGameBaths 4.1 2.0 0 10.0 0 20.0 0.149 0 0.30 0 % _ 36 N Exterior Conc. Blk - Int Ins Z10 Rooml0 4.1 12.0 0 10.0 0 120.0 0.149 0 0.30 0 % _ 37 W Exterior Conc. Blk - Int Ins Z10 Room10 4.1 6.0 0 10.0 0 60.0 0.149 0 0.30 0 % _ 38 N Exterior Canc. Blk - Int Ins Z11 Room11 4.1 19.0 0 10.0 0 190.0 0.149 0 0.30 0 39 E Exterior Conc. Blk - Int Ins Z5 LvgSitGameBaths 4.1 4.0 0 10.0 0 40.0 0.149 0 0.30 0 _ 40 N Exterior Conc. Blk - Int Ins Z5 LvgSitGameBaths 4.1 22.0 0 10.0 0 220.0 0.149 0 0.30 0 % _ 41 N Exterior Conc. Blk - Int Ins Z12 Room12 4.1 13.0 0 10.0 0 130.0 0.149 0 0.30 0 % 42 W Exterior Conc. Blk - Int Ins Z5 LvgSitGameBaths 4.1 6.0 0 10.0 0 60.0 0.149 0 0.30 0 11/11/2024 3:21:37 PM EnergyGauge® / USRCSB v8.1.00 Page 3 EXHIBIT - 045 - PAGE - 103 Building Input Summary Report WALLS(Continued) _ 43 W Exterior Cone. Blk - Int Ins Z12 Room12 4.1 19.0 0 10.0 0 190.0 0.149 0 0.30 0 _ 44 S Exterior Cone. Blk - Int Ins Z12 Room12 4.1 19.0 0 10.0 0 190.0 0.149 0 0.30 0 45 S Exterior Cone. Blk - Int Ins Z5 LvgSitGameBaths 4.1 17.0 0 10.0 0 170.0 0.149 0 0.30 0 % _ 46 S Exterior Cone. Blk - Int Ins Z11 Room11 4.1 19.0 0 10.0 0 190.0 0.149 0 0.30 0 _ 47 S Exterior Cone. Blk - Int Ins Z5 LvgSitGameBaths 4.1 4.0 0 12.0 0 48.0 0.149 0 0.30 0 _ 48 W Exterior Cone. Blk - Int Ins Z5 LvgSitGameBaths 4.1 4.0 0 12.0 0 48.0 0.149 0 0.30 0 _ 49 SW Exterior Cone. Blk - Int Ins Z5 LvgSitGameBaths 4.1 18.0 0 12.0 0 216.0 0.149 0 0.30 0 % _ 50 NW Exterior Cone. Blk - Int Ins Z5 LvgSitGameBaths 4.1 10.0 0 18.0 0 180.0 0.149 0 0.30 0 % _ 51 W Exterior Cone. Blk - Int Ins Z5 LvgSitGameBaths 4.1 6.0 0 18.0 0 108.0 0.149 0 0.30 0 % _ 52 W Exterior Cone. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 6.0 0 18.0 0 108.0 0.149 0 0.30 0 % _ 53 SW Exterior Cone. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 11.0 0 18.0 0 198.0 0.149 0 0.30 0 % _ 54 NW Exterior Cone. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 12.0 0 12.0 0 144.0 0.149 0 0.30 0 % _ 55 W Exterior Cone. Blk - Int Ins Z4 FoyDinGRSitKitB 4.1 8.0 0 12.0 0 96.0 0.149 0 0.30 0 % 56 N Exterior Cone. Blk - Int Ins Z13 HallSBath236WI 4.1 45.0 0 10.0 0 450.0 0.149 0 0.30 0 % DOORS (Total Exposed Area = 22 sq.ft.) ✓# Width Height Ornt Adjacent To Door Type Space Storms U-Value Ft In Ft In Area 1 E Garage Insulated Z13 HallSBath236WIC2 None 0.32 2.75 0 8.00 0 22.0ft' WINDOWS (Total Exposed Area = 1452 sq.ft.) Wall Total Same Width Height --Overhang-- ✓# Ornt ID Frame Panes NFRC U-Factor SHGC Imp Storm Area Units (ft) (ft) Depth Sep. Interior Shade Screen (ft') (ft) (ft) _ 1 N 1 Metal Single (Tinted) Y 0.75 0.25 N N 40.0 1 5.00 8.00 10.0 2.0 None None _ 2 N 1 Metal Single (Tinted) Y 0.75 0.25 N N 12.0 1 2.00 6.00 10.0 2.0 None None _ 3 W 2 Metal Single (Tinted) Y 0.75 0.25 N N 30.0 1 6.00 5.00 2.0 2.0 None None _ 4 S 5 Metal Single (Tinted) Y 0.75 0.25 N N 22.5 1 4.50 5.00 2.0 2.0 None None 5 S 7 Metal Single (Tinted) Y 0.75 0.25 N N 15.0 1 2.50 6.00 2.0 2.0 None None _ 6 S 8 Metal Single (Tinted) Y 0.75 0.25 N N 15.0 1 3.00 5.00 2.0 2.0 None None _ 7 S 9 Metal Single (Tinted) Y 0.75 0.25 N N 3.0 1 3.00 1.00 2.0 1.0 None None _ 8 E 17 Metal Single (Tinted) Y 0.75 0.25 N N 18.0 1 3.00 6.00 2.0 2.0 None None _ 9 E 18 Metal Single (Tinted) Y 0.75 0.25 N N 54.0 1 6.00 9.00 2.0 2.0 None None _ 10E 19 Metal Single (Tinted) Y 0.75 0.25 N N 100.0 1 10.00 10.00 2.0 2.0 None None _ 11 NE 21 Metal Single (Tinted) Y 0.75 0.25 N N 28.5 1 3.00 9.50 10.0 2.0 None None 12 E 22 Metal Single (Tinted) Y 0.75 0.25 N N 50.0 1 5.00 10.00 12.0 0.0 None None _ 13E 22 Metal Single (Tinted) Y 0.75 0.25 N N 25.0 1 5.00 5.00 12.0 0.0 None None _ 14SE 23 Metal Single (Tinted) Y 0.75 0.25 N N 28.5 1 3.00 9.50 10.0 2.0 None None 15E 25 Metal Single (Tinted) Y 0.75 0.25 N N 100.0 1 10.00 10.00 2.0 2.0 None None 16E 26 Metal Single (Tinted) Y 0.75 0.25 N N 54.0 1 6.00 9.00 2.0 2.0 None None 17 E 27 Metal Single (Tinted) Y 0.75 0.25 N N 36.0 1 6.00 6.00 2.0 2.0 None None _ 18E 28 Metal Single (Tinted) Y 0.75 0.25 N N 36.0 1 6.00 6.00 2.0 2.0 None None 19 N 36 Metal Single (Tinted) Y 0.75 0.25 N N 24.0 1 6.00 4.00 2.0 4.0 None None _ 20 N 38 Metal Single (Tinted) Y 0.75 0.25 N N 27.0 1 4.50 6.00 2.0 2.0 None None _ 21 N 38 Metal Single (Tinted) Y 0.75 0.25 N N 27.0 1 4.50 6.00 2.0 2.0 None None _ 22N 40 Metal Single (Tinted) Y 0.75 0.25 N N 6.0 1 3.00 2.00 2.0 2.0 None None _ 23N 40 Metal Single (Tinted) Y 0.75 0.25 N N 6.0 1 3.00 2.00 2.0 2.0 None None _ 24W 43 Metal Single (Tinted) Y 0.75 0.25 N N 30.0 1 6.00 5.00 2.0 2.0 None None _25S 44 Metal Single (Tinted) Y 0.75 0.25 N N 12.0 1 2.00 6.00 10.0 2.0 None None 26S 44 Metal Single (Tinted) Y 0.75 0.25 N N 30.0 1 5.00 6.00 10.0 2.0 None None _27S 45 Metal Single (Tinted) Y 0.75 0.25 N N 48.0 1 6.00 8.00 10.0 2.0 None None _ 28S 46 Metal Single (Tinted) Y 0.75 0.25 N N 40.0 1 5.00 8.00 10.0 2.0 None None 29S 46 Metal Single (Tinted) Y 0.75 0.25 N N 40.0 1 5.00 8.00 10.0 2.0 None None 30SW 49 Metal Single (Tinted) Y 0.75 0.25 N N 63.0 1 9.00 7.00 7.0 2.0 None None _ 31 NW 50 Metal Single (Tinted) Y 0.75 0.25 N N 48.0 1 6.00 8.00 8.0 0.0 None None _ 32NW 50 Metal Single (Tinted) Y 0.75 0.25 N N 36.0 1 6.00 6.00 8.0 0.0 None None _33W 51 Metal Single (Tinted) Y 0.75 0.25 N N 45.0 1 4.50 10.00 6.0 0.0 None None 34W 52 Metal Single (Tinted) Y 0.75 0.25 N N 45.0 1 4.50 10.00 6.0 0.0 None None 11/11/2024 3:21:37 PM EnergyGauge® / USRCSB v8.1.00 Page 4 EXHIBIT - 045 - PAGE - 104 Building Input Summary Report WINDOWS(Continued) 35SW 53 Metal Single (Tinted) Y 0.75 0.25 N N 36.0 1 6.00 6.00 8.0 0.0 None None _ 36SW 53 Metal Single (Tinted) Y 0.75 0.25 N N 48.0 1 6.00 8.00 8.0 0.0 None None _ 37NW 54 Metal Single (Tinted) Y 0.75 0.25 N N 63.0 1 9.00 7.00 7.0 2.0 None None _ 38N 56 Metal Single (Tinted) Y 0.75 0.25 N N 20.0 1 2.50 8.00 10.0 2.0 None None _ 39N 56 Metal Single (Tinted) Y 0.75 0.25 N N 45.0 1 5.00 9.00 10.0 2.0 None None 40N 56 Metal Single (Tinted) Y 0.75 0.25 N N 45.0 1 5.00 9.00 10.0 2.0 None None INFILTRATION # Scope Method SLA CFM50 ELA EgLA ACH ACH50 Space(s) Infiltration Test Volume 1 Wholehouse Proposed ACH(50) 0.00055 10543 578.42 1085.92 0.1508 7.0 All 90369 cu ft GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 859 ft2 859 112 53 ft 10 ft 13 MASS # Mass Type Area Thickness Furniture Fraction Space _ 1 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Z1 Storagel 2 Default(8 Ibs/sq.ft.) 0 ft2 0 ft 0.30 Z2 Room2 3 Default(8 Ibs/sq.ft.) 0 ft, 0 ft 0.30 Z3 Room3 4 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Z4 FoyDinGRSitKitBonus 5 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Z5 LvgSitGameBathsW ICs _ 6 Default(8 Ibs/sq.ft.) 0 ft, 0 ft 0.30 Z6 Room6 _ 7 Default(8 Ibs/sq.ft.) 0 ft2 0 ft 0.30 Z7 Room7 _ 8 Default(8 Ibs/sq.ft.) 0 ft2 0 ft 0.30 Z8 Room8A _ 9 Default(8 Ibslsq.ft.) 0 ft' 0 ft 0.30 Z9 Room8B _ 10 Default(8 Ibs/sq.ft.) 0 ft2 0 ft 0.30 Z10 Room10 _ 11 Default(8 Ibslsq.ft.) 0 ft2 0 ft 0.30 Z11 Rooml 1 _ 12 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Z12 Rooml2 13 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Z13 HallsBath236WIC26 HEATING SYSTEM # System Type Subtype/Speed AHRI # Efficiency Capacity ----Geothermal HeatPump---- Ducts Block kBtu/hr Entry Power Volt Current _ 1A Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 1 _ 1 B Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 1 _ 1 C Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 1 _ 1 D Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 1 _ 1 E Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 1 _ 2A Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 2 _ 213 Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 2 2C Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 2 _ 2D Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 2 _ 2E Electric Heat Pump None/ HSPF2: 7.50 10.2 0.00 0.00 0.00 sys#0 2 3A Electric Strip Heat None COP: 1.00 34.1 0.00 0.00 0.00 sys#1 3 _ 3B Electric Strip Heat None COP: 1.00 34.1 0.00 0.00 0.00 sys#1 3 3C Electric Strip Heat None COP: 1.00 17.1 0.00 0.00 0.00 sys#1 3 3D Electric Strip Heat None COP: 1.00 0.0 0.00 0.00 0.00 sys#1 3 3E Electric Strip Heat None COP: 1.00 0.0 0.00 0.00 0.00 sys#1 3 11/11/2024 3:21:37 PM EnergyGauge® / USRCSB v8.1.00 Page 5 EXHIBIT - 045 - PAGE - 105 Building Input Summary Report COOLING SYSTEM # System Type Subtype/Speed AHRI # Efficiency Capacity Air Flow SHR Duct Block kBtu/hr cfm _ 1A Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 1 _ 16 Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 1 _ 1C Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 1 _ 1D Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 1 _ 1E Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 1 _ 2A Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 2 _ 2B Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 2 _ 2C Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 2 21D Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 2 _ 2E Central Unit None/Single SEER2:15.2 12.0 360 0.75 Ductless 2 3A Central Unit None/Single SEER2:15.2 60.0 1800 0.75 sys#1 3 _ 3B Central Unit None/Single SEER2:15.2 60.0 1800 0.75 sys#1 3 _ 3C Central Unit None/Single SEER2:14.3 24.0 720 0.75 sys#1 3 HOT WATER SYSTEM # System Type Subtype Location EF(UEF) Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length _ 1 Propane Tankless Z13 Halls Bath236WIC2 0.97 (0.97) 1.00 gal 120 gal 120 deg Standard None 99 Recirculation Recirc Control Loop Branch Pump DWHR Facilities Equal DWHR Other Credits System Type length length power Connected Flow Eff 1 No NA NA NA No NA NA NA None DUCTS ✓Duct--------------Supply-------------------------Return------------ # Location R-Value Air CFM 25 CFM 25 QN HVAC # Area Location R-Value Area Leakage Type Handler TOT OUT OUT RLF Heat Cool _ 1A Attic 6.0 220 ft2 Attic 6.0 120 ft2 Default Leakage Z4 FoyDinG (Default) (Default) 3 3 _ 1 B Attic 6.0 220 ft' Attic 6.0 120 ft' Default Leakage Z5 LvgSitG (Default) (Default) 3 3 1 C Attic 6.0 85 ft' Attic 6.0 46 ft' Default Leakage Z13 HallsB (Default) (Default) 3 3 TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Cooling []Jan [ ] Feb [ ] Mar [ ] Apr [ ] May [X] Jun [X] Jul [X] Aug [X] Sep [ ] Oct [ ] Nov [ ] Dec Heating [X] Jan [X] Feb [X] Mar [ ] Apr [ ] May []Jun [ ] Jul [ ] Aug [I Sep [ ] Oct [X] Nov [X] Dec Venting []Jan [ ] Feb [X] Mar [X] Apr [ ] May []Jun [ ] Jul [ ] Aug [I Sep [X] Oct [X] Nov [I Dec Schedule: HERS 2006 Reference Hours VThermostat Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 _Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 _ Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/11/2024 3:21:37 PM EnergyGauge® / USRCSB v8.1.00 Page 6 EXHIBIT - 045 - PAGE - 106 ``. Building Input Summary Report MISC ELECTRICAL LOADS ID Type Screen Location Item Quantity Catagory Operating Schedule Off Standby 1 Misc Elec Load Simple Default Main 1 1 HERS2011 1 APPLIANCES & LIGHTING SCHEDULES Appliance Schedule: HERS2014 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Occupancy peak: 400 Btu AM 0.930 0.930 0.930 0.930 0.930 0.930 0.930 0.980 0.460 0.270 0.270 0.270 Released: 100 % PM 0.270 0.270 0.270 0.270 0.330 0.610 1.000 1.000 0.930 0.930 0.930 0.930 refrig peak: 0 W AM 0.824 0.804 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 % Released: 100 % PM 0.854 0.864 0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 cWash peak: 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 Released: 30 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 E-cDry peak: 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 % Released: 15 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 dWash peak: 0 W AM 0.139 0.050 0.028 0.024 0.029 0.090 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 % PM 0.376 0.396 0.334 0.323 0.344 0.448 0.791 1.000 0.800 0.597 0.383 0.281 E-rOven peak: 0 W AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.400 % Released: 80 % PM 0.457 0.343 0.286 0.400 0.571 1.000 0.857 0.429 0.286 0.229 0.171 0.114 TVs peak: 378 W AM 0.100 0.050 0.050 0.050 0.100 0.200 0.400 0.450 0.400 0.200 0.100 0.100 % Released: 100 % PM 0.050 0.050 0.150 0.450 0.850 1.000 0.950 0.800 0.500 0.250 0.150 0.100 cFan peak: 0 W AM 0.600 0.600 0.600 0.600 0.600 0.600 0.600 0.250 0.250 0.250 0.250 0.250 % Released: 100 % PM 0.250 0.250 0.250 0.250 0.250 0.250 0.550 0.600 0.600 0.600 0.600 0.600 Igts-in peak: 0 W AM 0.160 0.150 0.160 0.180 0.230 0.450 0.420 0.260 0.190 0.160 0.120 0.110 % Released: 100 % PM 0.160 0.170 0.250 0.270 0.340 0.550 0.600 0.880 1.000 0.880 0.510 0.280 Igts-out peak: 0 W AM 1.000 1.000 1.000 1.000 1.000 0.750 0.750 0.000 0.000 0.000 0.000 0.000 Released: 0 % PM 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.750 0.750 0.750 1.000 Igts-gar peak: 0 W AM 0.000 0.000 0.000 0.000 0.000 0.500 0.750 1.000 0.750 0.500 0.000 0.000 % Released: 0 % PM 0.000 0.000 0.500 0.500 0.750 1.000 0.750 0.500 0.000 0.000 0.000 0.000 MEL peak: 0 W AM 0.500 0.500 0.500 0.750 0.750 0.850 1.000 1.000 1.000 1.000 0.900 0.900 % Released: 90 % PM 0.900 0.900 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.850 0.750 0.750 11/11/2024 3:21:37 PM EnergyGauge®/ USRCSB v8.1.00 Page 7 EXHIBIT - 045 - PAGE - 107 'I% - MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Date 11/10/2024 Prepared By I ResCalc of Southwest Florida, Inc. Zone 1 1 Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Contractor Owner Permitting Office Collier Jurisdiction 211000 DESIGN CONDITIONS Reference City: Naples, Municipal Latitude: 26 Altitude: 11' Winter Indoor Design RH Summer Outside db Inside db Temp Diff 47 deg F 70 deg F 23 deg F 50%, 67 deg F Wet Bulb Outside db Inside db Temp Diff Grains Daily Range 93 deg F 75 deg F 18 deg F 53 I M Sensible/Total Gain Ratio 0.76 HEATING SUMMARY Design Heating Load Requirements 7450 Btuh COOLING SUMMARY Total Sensible Gain 7356 Btuh Total Latent Gain 2374 Btuh Total Sensible & Latent Heat Gain 9729 Btuh Total Heat Gain w/15% 11189 Btuh EXHIBIT - 045 - PAGE - 108 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 12225 23rd Street SW Zone 1 Prepared By ResCalc of Southwest Florida, Inc. Description Area Btuh Loss I I Btuh Gain Conditioned Area 331 74501 1 9729 CONSTRUCTION COMPONENTS Glaze Orientation Area Btuh Loss Btuh Gain North 0.0 0 Northeast and Northwest 0.0 0 East and West 30.0 1770 Southeast and Southwest 0.0 0 South 0.0 0 Shaded 52.0 1144 Adjacent Walls Area Btuh Loss Btuh Gain Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 8" Concrete Block, R-4.1 Insulation 0.0 0 0 Doors (Excluding Glass) Area Btuh Loss Btuh Gain Exterior 0.0 0 0 Adjacent 0.0 0 0 Net Exterior Walls Area Btuh Loss Btuh Gain 8" Concrete Block, R-4.1 Insulation 488.0 2342 1025 Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 Ceilings - Under Attic Area Btuh Loss Btuh Gain R-30 Insulation 331 530 761 R-38 Insulation 0 0 0 Ceilings - Single Assembly Area Btuh Loss Btuh Gain R-19 Insulation 0 0 0 R-30 Insulation 0 0 0 Floors, Slab on Grade (Perimeter) Length Btuh Loss Btuh Gain No Edge Insulation 57 1385 0 Raised Floors Area Btuh Loss Btuh Gain No Insulation 0 0 0 R-11 Insulation 1 01 01 1 0 R-19 Insulation 01 01 0 People, Lighting & Appliances 1637 Duct Loss/Gain (Rigid and Flexible) 3551 669 Infiltration 350 Total Btuh Loss 7450 Total Btuh Gain 7356 EXHIBIT - 045 - PAGE - 109 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 1 Prepared By ResCalc of Southwest Florida, Inc. MISCELLANEOUS REPORT Calculation Procedure A - Summer Infiltration for Entire Zone 1. Air Changes Per Hour 0.32 AC/HR 2. Conditioned Area Volume Area Height 3. Building Tightness Average 331 1 10.0 1 3310 ICU. FT. 4. Total Infiltration 18 JCFM Calculation Procedure B - Summer Infiltration 1. Design Temperature Difference 18 deg F 2. Total Infiltration from Calculation Procedure A 18 CFM 3. Sensible Gain 350 Btuh Calculation Procedure C - Latent Infiltration Gain for Entire Zone 1. Grain of Moisture Difference 53 Grains 2. Total Infiltration from Calculation Procedure A 18 CFM 3. Total Latent Infiltration Load 637 Btuh Calculation Procedure D - Equipment Sizing Calculation 1. Latent Load for People, Lighting & Appliances 1637 Btuh 2. Latent Infiltration Load from Calculation Procedure C 637 Btuh 3. Latent Outside Air Ventilation Load 99 Btuh F. Latent Equipment Sizing Load 2374 Btuh Window and Door Factors Description Area Glaze Wall Type Btuh Loss U-Factor SHGC Glass Doors 40.0 Tint Exterior, CBS, R-4.1 1440 0.75 0.25 Operable Windows 30.0 Tint Exterior, CBS, R-4.1 1050 0.75 0.25 Fixed Glass 12.0 Tint Exterior, CBS, R-4.1 348 0.75 0.25 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 Description Area U-Value Wall Type Btuh Loss Door Type 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 EXHIBIT - 045 - PAGE - 110 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Date 11/10/2024 Prepared By IRescalc of Southwest Florida, Inc. Zone 1 2 Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Contractor Owner Permitting Office Collier Jurisdiction 211000 DESIGN CONDITIONS Reference City: Naples, Municipal Latitude: 26 Altitude: 11' Winter Indoor Design RH Summer Outside db Inside db Temp Diff 47 deg F 70 deg F 23 deg F 50%, 67 deg F Wet Bulb Outside db Inside db Temp Diff Grains Daily Range 93 deg F 75 deg F 18 deg F 53 M Sensible/Total Gain Ratio 0.65 HEATING SUMMARY Design Heating Load Requirements 3151 113tuh COOLING SUMMARY Total Sensible Gain 4181 Btuh Total Latent Gain 2247 Btuh Total Sensible & Latent Heat Gain 6429 Btuh Total Heat Gain w/15% 7393 Btuh EXHIBIT - 045 - PAGE - 111 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 12225 23rd Street SW Residence Job Address 12225 23rd Street SW Zone 2 Prepared By ResCalc of Southwest Florida, Inc. Description Area Btuh Loss I I Btuh Gain Conditioned Area 276 31511 1 6429 CONSTRUCTION COMPONENTS Glaze Orientation Area Btuh Loss Btuh Gain North 0.0 0 Northeast and Northwest 0.0 0 East and West 0.0 0 Southeast and Southwest 0.0 0 South 22.5 743 Shaded 0.0 0 Adjacent Walls Area Btuh Loss Btuh Gain Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 8" Concrete Block, R-4.1 Insulation 0.0 0 0 Doors (Excluding Glass) Area Btuh Loss Btuh Gain Exterior 0.0 0 0 Adjacent 0.0 0 0 Net Exterior Walls Area Btuh Loss Btuh Gain 8" Concrete Block, R-4.1 Insulation 237.5 1140 499 Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 Ceilings - Under Attic Area Btuh Loss Btuh Gain R-30 Insulation 276 4421 635 R-38 Insulation 0 01 0 Ceilings - Single Assembly Area Btuh Loss Btuh Gain R-19 Insulation 0 0 0 R-30 Insulation 0 01 0 Floors, Slab on Grade (Perimeter) Length Btuh Loss Btuh Gain No Edge Insulation 26 632 0 Raised Floors Area Btuh Loss Btuh Gain No Insulation 0 0 0 R-11 Insulation 01 01 0 R-19 Insulation 01 01 0 People, Lighting & Appliances 1633 Duct Loss/Gain (Rigid and Flexible) 1501 380 Infiltration 292 Total Btuh Loss 3151 Total Btuh Gain 4181 EXHIBIT - 045 - PAGE - 112 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 12 Prepared By ResCalc of Southwest Florida, Inc. MISCELLANEOUS REPORT Calculation Procedure A - Summer Infiltration for Entire Zone 1. Air Changes Per Hour 0.32 AC/HR 2. Conditioned Area Volume Area Height 3. Building Tightness Average 276 1 10.0 1 2760 ICU. FT. 4. Total Infiltration 15 jCFM Calculation Procedure B - Summer Infiltration 1. Design Temperature Difference 18 deg F 2. Total Infiltration from Calculation Procedure A 15 CFM 3. Sensible Gain 292 Btuh Calculation Procedure C- Latent Infiltration Gain for Entire Zone 1. Grain of Moisture Difference 53 Grains 2. Total Infiltration from Calculation Procedure A 15 CFM 3. Total Latent Infiltration Load 532 Btuh Calculation Procedure D - Equipment Sizing Calculation 1. Latent Load for People, Lighting & Appliances 1633 Btuh 2. Latent Infiltration Load from Calculation Procedure C 532 Btuh 3. Latent Outside Air Ventilation Load 83 Btuh 4. Latent Equipment Sizing Load 2247 Btuh Window and Door 1 1 1 III I � 1 11 1 11 1 11 111 1 � 111 111 1 11 111 1 _� 111 111 1 11 111 1 � 111 III 1 11 111 1 � 11/ 111 1 1 111 I � III 1 11 1 11 111 1 � I/1 1/1 1 1 I 111 I � 111 111 1 1/ 1 II 1 � 111 1 11 1 11 111 I � 111 111 1 11 111 I � 111 111 1 / 1 1 11 1 � 111 111 1 11 11/ 1 � 111 111 I 11 111 1 � 111 111 1 11 111 1 � 1 �- 1 1 111 1 ,■� I EXHIBIT - 045 - PAGE - 113 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Date 11/10/2024 Prepared By ResCalc of Southwest Florida, Inc. Zone 1 3 Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Contractor Owner Permitting Office Collier Jurisdiction 211000 DESIGN CONDITIONS Reference City: Naples, Municipal Latitude: 26 Altitude: 11' Winter Indoor Design RH Summer Outside db Inside db Temp Diff 47 deg F 70 deg F 23 deg F 50%, 67 deg F Wet Bulb Outside db Inside db Temp Diff Grains Daily Range 93 deg F 75 deg F 18 deg F 53 M Sensible/Total Gain Ratio 0.61 HEATING SUMMARY Design Heating Load Requirements 1900 113tuh COOLING SUMMARY Total Sensible Gain 3518 Btuh Total Latent Gain 2216 Btuh Total Sensible & Latent Heat Gain 5735 Btuh Total Heat Gain w/15% 6595 Btuh EXHIBIT - 045 - PAGE - 114 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 12225 23rd Street SW Residence Job Address 12225 23rd Street SW Zone 3 jPrepared By ResCalc of Southwest Florida, Inc. Description Area Btuh Loss Btuh Gain Conditioned Area 215 1900 5735 CONSTRUCTION COMPONENTS Glaze Orientation Area Btuh Loss Btuh Gain North 0.0 0 Northeast and Northwest 0.0 0 East and West 0.0 0 Southeast and Southwest 0.0 0 South 15.0 495 Shaded 0.0 0 Adjacent Walls Area Btuh Loss Btuh Gain Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19Insulation 0.0 0 0 8" Concrete Block, R-4.1 Insulation 0.0 0 0 Doors (Excluding Glass) Area Btuh Loss Btuh Gain Exterior 0.0 0 0 Adjacent 0.0 0 0 Net Exterior Walls Area Btuh Loss Btuh Gain 8" Concrete Block, R-4.1 Insulation 125.0 600 263 Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 Ceilings - Under Attic Area Btuh Loss Btuh Gain R-30 Insulation 215 344 495 R-38Insulation 0 0 0 Ceilings - Single Assembly Area Btuh Loss Btuh Gain R-19 Insulation 0 0 0 R-30Insulation 0 0 0 Floors, Slab on Grade (Perimeter) Length Btuh Loss Btuh Gain No Edge Insulation 14 340 0 Raised Floors Area Btuh Loss Btuh Gain No Insulation 0 0 0 R-11 Insulation 1 01 01 1 0 R-19 Insulation 01 01 1 0 People, Lighting & Appliances 1696 Duct Loss/Gain (Rigid and Flexible) 901 320 Infiltration 250 Total Btuh Loss 1900 Total Btuh Gain 3518 EXHIBIT - 045 - PAGE - 115 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 13 Prepared By ResCalc of Southwest Florida, Inc. MISCELLANEOUS REPORT Calculation Procedure A - Summer Infiltration for Entire Zone 1. Air Changes Per Hour 0.32 AC/HR 2. Conditioned Area Volume Area Height 3. Building Tightness Average 215 11.0 2365 CU. FT. 4. Total Infiltration 13 jCFM Calculation Procedure B - Summer Infiltration 1. Design Temperature Difference 18 deg F 2. Total Infiltration from Calculation Procedure A 13 CFM 3. Sensible Gain 250 Btuh Calculation Procedure C - Latent Infiltration Gain for Entire Zone 1. Grain of Moisture Difference 53 Grains 2. Total Infiltration from Calculation Procedure A 13 CFM 3. Total Latent Infiltration Load 455 Btuh Calculation Procedure D - Equipment Sizing Calculation 1. Latent Load for People, Lighting & Appliances 1696 Btuh 2. Latent Infiltration Load from Calculation Procedure C 455 Btuh 13. Latent Outside Air Ventilation Load 65 Btuh 4. Latent Equipment Sizing Load 2216 Btuh Winclow and Door Factors • • - - • - • • �®Exterior, Description EXHIBIT - 045 - PAGE - 116 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Date 111/10/2024 IPrepared By IResCalc of Southwest Florida, Inc. ]Zone 1 4 Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Contractor Owner Permitting Office Collier Jurisdiction 211000 DESIGN CONDITIONS Reference City: Naples, Municipal Latitude: 26 Altitude: 11' Winter Indoor Design RH Summer Outside db Inside db Temp Diff 47 deg F 70 deg F 23 deg F 50%, 67 deg F Wet Bulb Outside db Inside db Temp Diff Grains Daily Range 93 deg F 75 deg F 18 deg F 53 I M Sensible/Total Gain Ratio 0.72 HEATING SUMMARY Design Heating Load Requirements 27700 113tuh COOLING SUMMARY Total Sensible Gain 34523 Btuh Total Latent Gain 13728 Btuh Total Sensible & Latent Heat Gain 48251 Btuh Total Heat Gain w/15% 55489 Btuh EXHIBIT - 045 - PAGE - 117 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 4 Prepared By I ResCalc of Southwest Florida, Inc. Description Area Btuh Loss I I Btuh Gain Conditioned Area 20031 277001 1 48251 CONSTRUCTION COMPONENTS Glaze Orientation Area Btuh Loss Btuh Gain North 0.0 0 Northeast and Northwest 0.0 0 East and West 100.0 5900 Southeast and Southwest 0.01 0 South 0.0 0 Shaded 324.01 7128 Adjacent Walls Area Btuh Loss Btuh Gain Frame, 4" Wall, R-13 Insulation 204.0 551 265 Frame, 6" Wall, R-19 Insulation 0.0 0 0 8" Concrete Block, R-4.1 Insulation 0.0 0 0 Doors (Excluding Glass) Area Btuh Loss Btuh Gain Exterior 0.0 0 0 Adjacent 0.0 0 0 Net Exterior Walls Area Btuh Loss Btuh Gain 8" Concrete Block, R-4.1 Insulation 791.0 3797 1661 Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 Ceilings - Under Attic Area Btuh Loss Btuh Gain R-30 Insulation 2003 3205 4607 R-38 Insulation 0 0 0 Ceilings - Single Assembly Area Btuh Loss Btuh Gain R-19 Insulation 0 0 0 R-30 Insulation 0 0 0 Floors, Slab on Grade (Perimeter) Length Btuh Loss Btuh Gain No Edge Insulation 98 2381 0 Raised Floors Area Btuh Loss Btuh Gain No Insulation 0 0 0 R-11 Insulation 1 01 01 0 R-19 Insulation 01 01 0 People, Lighting & Appliances 10234 Duct Loss/Gain (Rigid and Flexible) 13191 3138 Infiltration 1590 Total Btuh Loss 27700 Total Btuh Gain 34523 EXHIBIT - 045 - PAGE - 118 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 14 Prepared By ResCalc of Southwest Florida, Inc. MISCELLANEOUS REPORT Calculation Procedure A - Summer Infiltration for Entire Zone 1. Air Changes Per Hour 0.16 AC/HR 2. Conditioned Area Volume Area Height 3. Building Tightness Average 2003 15.0 30045 CU. FT. 4. Total Infiltration 80 CFM Calculation Procedure B - Summer Infiltration 1. Design Temperature Difference 18 deg F 2. Total Infiltration from Calculation Procedure A 80 CFM 3. Sensible Gain 1590 Btuh Calculation Procedure C - Latent Infiltration Gain for Entire Zone 1. Grain of Moisture Difference 53 Grains 2. Total Infiltration from Calculation Procedure A 80 CFM 3. Total Latent Infiltration Load 2893 Btuh Calculation Procedure D - Equipment Sizing Calculation 1. Latent Load for People, Lighting & Appliances 10234 Btuh 2. Latent Infiltration Load from Calculation Procedure C 2893 Btuh 3. Latent Outside Air Ventilation Load 601 Btuh 4. Latent Equipment Sizing Load 13728 Btuh Window and Door Factors Description Area Glaze Wall Type Btuh Loss U-Factor SHGC Glass Doors 98.0 Tint Exterior, CBS, R-4.1 4018 0.75 0.25 Operable Windows 63.0 Tint Exterior, CBS, R-4.1 2961 0.75 0.25 Fixed Glass 263.0 Tint Exterior, CBS, R-4.1 9468 0.75 0.25 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 Description Area U-Value Wall Type Btuh Loss Door Type 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 EXHIBIT - 045 - PAGE - 119 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Date 11/10/2024 Prepared By IResCalc of Southwest Florida, Inc. Zone 1 5 Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Contractor Owner Permitting Office Collier Jurisdiction 211000 DESIGN CONDITIONS Reference City: Naples, Municipal Latitude: 26 Altitude: 11' Winter Indoor Design RH Summer Outside db Inside db Temp Diff 47 deg F 70 deg F 23 deg F 50%, 67 deg F Wet Bulb Outside db Inside db Temp Diff Grains Daily Range 93 deg F 75 deg F 18 deg F 53 I M Sensible/Total Gain Ratio 0.71 HEATING SUMMARY Design Heating Load Requirements 27962 113tuh COOLING SUMMARY Total Sensible Gain 34190 Btuh Total Latent Gain 14030 Btuh Total Sensible & Latent Heat Gain 48220 Btuh Total Heat Gain w/15% 55454 Btuh Summer Calculations Windows ?. Walls Ceilings Doors Ducts 13.36 Floors Infiltration 5.92 EXHIBIT - 045 - PAGE - 120 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 12225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 5 jPrepared By ResCalc of Southwest Florida, Inc. Description Area Btuh Loss I I Btuh Gain Conditioned Area 20011 279621 J, 48220 CONSTRUCTION COMPONENTS Glaze Orientation Area Btuh Loss Btuh Gain North 12.0 264 Northeast and Northwest 0.0 0 East and West 100.0 5900 Southeast and Southwest 0.0 0 South 0.0 0 Shaded 240.0 5280 Adjacent Walls Area Btuh Loss Btuh Gain Frame, 4" Wall, R-13 Insulation 110.0 297 143 Frame, 6" Wall, R-19 Insulation 0.0 0 0 8" Concrete Block, R-4.1 Insulation 0.0 0 0 Doors (Excluding Glass) Area Btuh Loss Btuh Gain Exterior 0.0 0 0 Adjacent 0.0 0 0 Net Exterior Walls Area Btuh Loss Btuh Gain 8" Concrete Block, R-4.1 Insulation 1234.0 5923 2591 Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 Ceilings - Under Attic Area Btuh Loss Btuh Gain R-30 Insulation 2001 3202 4602 R-38 Insulation 0 0 0 Ceilings - Single Assembly Area Btuh Loss Btuh Gain R-19 Insulation 0 0 0 R-30 Insulation 0 0 0 Floors, Slab on Grade (Perimeter) Length Btuh Loss Btuh Gain No Edge Insulation 133 3232 0 Raised Floors Area Btuh Loss Btuh Gain No Insulation 0 0 0 R-11 Insulation 01 01 1 0 R-19 Insulation 01 01 0 People, Lighting & Appliances 10925 Duct Loss/Gain (Rigid and Flexible) 13321 3108 Infiltration 1376 Total Btuh Loss 27962 Total Btuh Gain 34190 EXHIBIT - 045 - PAGE - 121 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 15 Prepared By IResCalc of Southwest Florida, Inc. MISCELLANEOUS REPORT Calculation Procedure A - Summer Infiltration for Entire Zone 1. Air Changes Per Hour 0.16 AC/HR 2. Conditioned Area Volume Area Height 3. Building Tightness Average 2001 1 13.0 1 26013 ICU. FT. 4. Total Infiltration 70 JCFM Calculation Procedure B - Summer Infiltration 1. Design Temperature Difference 18 deg F 2. Total Infiltration from Calculation Procedure A 70 CFM 3. Sensible Gain 1376 Btuh Calculation Procedure C - Latent Infiltration Gain for Entire Zone 1. Grain of Moisture Difference 53 Grains 2. Total Infiltration from Calculation Procedure A 1 70 1CFM 3. Total Latent Infiltration Load 1 2505 113tuh Calculation Procedure D - Equipment Sizing Calculation 1. Latent Load for People, Lighting & Appliances 10925 Btuh 2. Latent Infiltration Load from Calculation Procedure C 2505 Btuh 3. Latent Outside Air Ventilation Load 600 Btuh 4. Latent Equipment Sizing Load 14030 Btuh Window and Door Factors Description Area Glaze Wall Type Btuh Loss U-Factor SHGC Glass Doors 96.0 Tint Exterior, CBS, R-4.1 3936 0.75 0.25 Operable Windows 75.0 Tint Exterior, CBS, R-4.1 3525 0.75 0.25 Fixed Glass 181.0 Tint Exterior, CBS, R-4.1 6516 0.75 0.25 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 t 0.00 Description Area U-Value Wall Type Btuh Loss Door Type 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 0 0.0 1 0.00 0 0 0 EXHIBIT - 045 - PAGE - 122 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS IDate I11/10/2024 Prepared By I ResCalc of Southwest Florida, Inc. Zone 1 6 Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Contractor Owner Permitting Office Collier Jurisdiction 211000 DESIGN CONDITIONS Reference City: Naples, Municipal Latitude: 26 Altitude: 11' Winter Indoor Design RH Summer Outside db Inside db Temp Diff 47 deg F 70 deg F 23 deg F 50%, 67 deg F Wet Bulb Outside db Inside db Temp Diff Grains Daily Range 93 deg F 75 deg F 18 deg F 53 M Sensible/Total Gain Ratio 0.77 HEATING SUMMARY Design Heating Load Requirements 3960 jBtuh COOLING SUMMARY Total Sensible Gain 6319 Btuh Total Latent Gain 1915 Btuh Total Sensible & Latent Heat Gain 8234 Btuh Total Heat Gain w/15% 9469 Btuh Winter Calculations Windows Walls Ceilings Doors 4.76 Ducts 13.50 Floors EXHIBIT - 045 - PAGE - 123 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 12225 23rd Street SW Zone 1 6 Prepared By ResCalc of Southwest Florida, Inc, Description Area Btuh Loss Btuh Gain Conditioned Area 212 39601 8234 CONSTRUCTION COMPONENTS Glaze Orientation Area Btuh Loss Btuh Gain North 0.0 0 Northeast and Northwest 0.0 0 East and West 54.0 3186 Southeast and Southwest 0.0j 0 South 0.01 0 Shaded 0.0 0 Adjacent Walls Area Btuh Loss Btuh Gain Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 8" Concrete Block, R-4.1 Insulation 0.0 0 0 Doors (Excluding Glass) Area Btuh Loss Btuh Gain Exterior 0.0 0 0 Adjacent 0.0 0 0 Net Exterior Walls Area Btuh Loss Btuh Gain 8" Concrete Block, R-4.1 Insulation 210.0 1008 441 Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 Ceilings - Under Attic Area Btuh Loss Btuh Gain R-30 Insulation 212 339 488 R-38 Insulation 0 0 0 Ceilings - Single Assembly Area Btuh Loss I I Btuh Gain R-19 Insulation 0 0 0 R-30 Insulation 0 01 0 Floors, Slab on Grade (Perimeter) Length Btuh Loss Btuh Gain No Edge Insulation 22 535 0 Raised Floors Area Btuh Loss Btuh Gain No Insulation 0 0 0 R-11 Insulation 01 01 0 R-19 Insulation 01 01 0 People, Lighting & Appliances 1361 Duct Loss/Gain (Rigid and Flexible) 1891 574 Infiltration 269 Total Btuh Loss 3960 Total Btuh Gain 6319 EXHIBIT - 045 - PAGE - 124 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 16 Prepared By IResCalc of Southwest Florida, Inc. MISCELLANEOUS REPORT Calculation Procedure A - Summer Infiltration for Entire Zone 1. Air Changes Per Hour 0.32 AC/HR 2. Conditioned Area Volume Area Height 3. Building Tightness Average 212 12.0 2544 ICU. FT. 4. Total Infiltration 14 jCFM Calculation Procedure B - Summer Infiltration 1. Design Temperature Difference 18 deg F 2. Total Infiltration from Calculation Procedure A 14 CFM 3. Sensible Gain 269 16tuh Calculation Procedure C - Latent Infiltration Gain for Entire Zone 1. Grain of Moisture Difference 53 Grains 2. Total Infiltration from Calculation Procedure A 14 CFM 3. Total Latent Infiltration Load 490 Btuh Calculation Procedure D - Equipment Sizing Calculation 1. Latent Load for People, Lighting & Appliances 1361 Btuh 2. Latent Infiltration Load from Calculation Procedure C 490 Btuh 3. Latent Outside Air Ventilation Load 64 Btuh 4. Latent Equipment Sizing Load 1915 Btuh 1- . . -�� '� 'r • '• • Operable Windows 1 1 111 1• � I /1 1 11 I 11 I11 1 � 1/1 111 1 11 111 1 � 111 111 1 1 1 1 11 I -� 1 II III 1 1 / I11 1 � 111 111 1 1 1 1 /1 I � III 1 11 1 . I I 111 I � 11/ 111 1 I 1 111 1 � 111 111 I 1 I I 1 11 1 � 1 11 1 11 1 1/ 111 I � 11/ 111 I 1 1 111 I � 1 11 / 11 1 11 111 I � 111 111 1 11 111 I � 111 111 1 11 1/1 1 � 111 111 1 11 11/ 1 � 11/ 111 Vescription EXHIBIT - 045 - PAGE - 125 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Date 11/10/2024 Prepared By I ResCalc of Southwest Florida, Inc. Zone T 7 Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Contractor Owner Permitting Office Collier Jurisdiction 211000 DESIGN CONDITIONS Reference City: Naples, Municipal Latitude: 26 Altitude• 11' Winter Indoor Design RH Summer Outside db Inside db Temp Diff 47 deg F 70 deg F 23 deg F 50%, 67 deg F Wet Bulb Outside db Inside db Temp Diff Grains Daily Range 93 deg F 75 deg F 18 deg F 53 M Sensible/Total Gain Ratio 0.78 HEATING SUMMARY Design Heating Load Requirements 3831 jBtuh COOLING SUMMARY Total Sensible Gain 6068 Btuh Total Latent Gain 1736 Btuh Total Sensible & Latent Heat Gain 7804 Btuh Total Heat Gain w/15% 8975 Btuh Summer Calculations Windows Walls Ceilings Doors Ducts 11.45 Floors £ Infiltration 4.90 EXHIBIT - 045 - PAGE - 126 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 7 Prepared By ResCalc of Southwest Florida, Inc. Description Area Btuh Loss I I Btuh Gain Conditioned Area 186 38311 1 7804 CONSTRUCTION COMPONENTS Glaze Orientation Area Btuh Loss Btuh Gain North 0.0 0 Northeast and Northwest 0.0 0 East and West 54.0 3186 Southeast and Southwest 0,01 0 South 0.0 0 Shaded 0.0 0 Adjacent Walls Area Btuh Loss Btuh Gain Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 8" Concrete Block, R-4.1 Insulation 0.0 0 0 Doors (Excluding Glass) Area Btuh Loss Btuh Gain Exterior 0.0 0 0 Adjacent 0.0 0 0 Net Exterior Walls Area Btuh Loss Btuh Gain 8" Concrete Block, R-4.1 Insulation 198.0 950 416 Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 Ceilings - Under Attic Area Btuh Loss Btuh Gain R-30 Insulation 186 298 428 R-38 Insulation 0 0 0 Ceilings - Single Assembly Area Btuh Loss Btuh Gain R-19 Insulation 0 01 1 0 R-30 Insulation 0 01 1 0 Floors, Slab on Grade (Perimeter) Length Btuh Loss Btuh Gain No Edge Insulation 21 510 0 Raised Floors Area Btuh Loss Btuh Gain No Insulation 0 0 0 R-11 Insulation 01 01 0 R-19 Insulation 01 01 0 People, Lighting & Appliances 1251 Duct Loss/Gain (Rigid and Flexible) 1821 552 Infiltration 236 Total Btuh Loss 3831 Total Btuh Gain 6068 EXHIBIT - 045 - PAGE - 127 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 7 Prepared By ResCalc of Southwest Florida, Inc. MISCELLANEOUS REPORT Calculation Procedure A - Summer Infiltration for Entire Zone 1. Air Changes Per Hour 0.32 AC/HR 2. Conditioned Area Volume Area Height 3. Building Tightness Average 186 12.0 2232 ICU. FT. 4. Total Infiltration 12 JCFM Calculation Procedure B - Summer Infiltration 1. Design Temperature Difference 18 deg F 2. Total Infiltration from Calculation Procedure A 12 CFM 3. Sensible Gain 236 Btuh Calculation Procedure C - Latent Infiltration Gain for Entire Zone 1. Grain of Moisture Difference 53 Grains 2. Total Infiltration from Calculation Procedure A 12 CFM 3. Total Latent Infiltration Load 430 Btuh Calculation Procedure D - Equipment Sizing Calculation 1. Latent Load for People, Lighting & Appliances 1251 Btuh 2. Latent Infiltration Load from Calculation Procedure C 430 Btuh 3. Latent Outside Air Ventilation Load 56 Btuh 4. Latent Equipment Sizing Load 1736 Btuh Window and Door Factors Description Area Glaze Wall Type Btuh Loss U-Factor SHGC Operable Windows 54.0 Tint Exterior, CBS, R-4.1 1890 0.75 0.25 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 1 0.00 0 0.0 0.00 0 0 0.00 0.00 Description Area U-Value Wall Type Btuh Loss Door Type 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 EXHIBIT - 045 - PAGE - 128 I MANUAL 1 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Date 111/10/2024 Prepared By IRescalc of Southwest Florida. Inc. Zone 1 8 Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Contractor Owner Permitting Office Collier Jurisdiction 211000 DESIGN CONDITIONS Reference City: Naples, Municipal Latitude: 26 Altitude: 11' Winter Indoor Design RH Summer Outside db Inside db Temp Diff 47 deg F 70 deg F 23 deg F 50%, 67 deg F Wet Bulb Outside db Inside db Temp Diff Grains Daily Range I 93 deg F 75 deg F 18 deg F 53 M Sensible/Total Gain Ratio 0.73 HEATING SUMMARY )esign Heating Load Requirements 1 2927 Btuh COOLING SUMMARY Total Sensible Gain 4905 Btuh Total Latent Gain 1781 Btuh Total Sensible & Latent Heat Gain 6686 Btuh Total Heat Gain w/15% 7689 Btuh Winter Calculations Windows Walls Ceilings is Doors 4.7 Ducts 15.78 Floors EXHIBIT - 045 - PAGE - 129 L MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 8 Prepared By ResCalc of Southwest Florida, Inc. Description Area Btuh Loss Btuh Gain Conditioned Area 204 2927 6686 CONSTRUCTION COMPONENTS Glaze Orientation Area Btuh Loss Btuh Gain North 0.0 0 Northeast and Northwest 0.0 0 East and West 36.0 2124 Southeast and Southwest 0.0 0 South 0.0 0 Shaded 0.0 0 Adjacent Walls Area Btuh Loss Btuh Gain Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 8" Concrete Block, R-4.1 Insulation 0.0 0 0 Doors (Excluding Glass) Area Btuh Loss Btuh Gain Exterior 0.0 0 0 Adjacent 0.01 0 0 Net Exterior Walls Area Btuh Loss Btuh Gain 8" Concrete Block, R-4.1 Insulation 154.0 739 323 Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 Ceilings - Under Attic Area Btuh Loss Btuh Gain R-30 Insulation 204 326 469 R-38 Insulation 0 0 0 Ceilings - Single Assembly Area Btuh Loss Btuh Gain R-19 Insulation 0 0 0 R-30 Insulation 01 0 0 Floors, Slab on Grade (Perimeter) Length Btuh Loss Btuh Gain No Edge Insulation 19 462 0 Raised Floors Area Btuh Loss Btuh Gain No Insulation 0 0 0 R-11 Insulation 01 01 0 R-19 Insulation 01 01 0 People, Lighting & Appliances 1327 Duct Loss/Gain (Rigid and Flexible) T 1391 446 Infiltration 216 Total Btuh Loss 2927 Total Btuh Gain 4905 EXHIBIT - 045 - PAGE - 130 I- - MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 18 Prepared By ResCalc of Southwest Florida, Inc. MISCELLANEOUS REPORT Calculation Procedure A - Summer Infiltration for Entire Zone 1. Air Changes Per Hour 0.32 AC/HR 2. Conditioned Area Volume Area Height 3. Building Tightness Average 204 10.0 2040 ICU.FT. 4. Total Infiltration 11 jCFM Calculation Procedure B - Summer Infiltration 1. Design Temperature Difference 18 deg F 2. Total Infiltration from Calculation Procedure A 11 JCFM 3. Sensible Gain 216 jBtuh Calculation Procedure C- Latent Infiltration Gain for Entire Zone 1. Grain of Moisture Difference 53 Grains 2. Total Infiltration from Calculation Procedure A 11 CFM 3. Total Latent Infiltration Load 393 Btuh Calculation Procedure D - Equipment Sizing Calculation 1. Latent Load for People, Lighting & Appliances 1327 Btuh 2. Latent Infiltration Load from Calculation Procedure C 393 Btuh 3. Latent Outside Air Ventilation Load 61 M5 4. Latent Equipment Sizing Load 1781 Btuh 1 /1 III 1 � III 111 1 1 1 11 1 � 111 1 11 I 11 11/ 1 � 11/ 111 �- 11 111 I � 111 111 11 111 1 � 11/ 111 1 11 111 1 � 111 III 1 11 I11 1 � III III 1 11 111 1 � 1/1 111 1 11 III 1 _� 111 / 11 1 11 I11 1 � 111 I11 1 11 111 1 � 111 111 1 1 1 1 11 I ��- 1 EXHIBIT - 045 - PAGE - 131 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Date 11/10/2024 Prepared By ResCalc of Southwest Florida, Inc. Zone 9 Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Contractor Owner Permitting Office Collier Jurisdiction 211000 DESIGN CONDITIONS Reference City: Naples, Municipal Latitude: 26 Altitude: 11' Winter Indoor Design RH Summer Outside db Inside db Temp Diff 47 deg F 70 deg F 23 deg F 50%, 67 deg F Wet Bulb Outside db Inside db Temp Diff Grains Daily Range 93 deg F 75 deg F 18 deg F 53 M Sensible/Total Gain Ratio 0.75 HEATING SUMMARY Design Heating Load Requirements 3273 113tuh COOLING SUMMARY Total Sensible Gain 4801 Btuh Total Latent Gain 1626 Btuh Total Sensible & Latent Heat Gain 6427 Btuh Total Heat Gain w/15% 7391 Btuh Winter Calculations Windows Walls Ceilings of Doors 4.7 Ducts MOIRM Floors EXHIBIT - 045 - PAGE - 132 MANUAL 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 9 Prepared By ResCalc of Southwest Florida, Inc. Description Area Btuh Loss I I Btuh Gain Conditioned Area 180 32731 6427 CONSTRUCTION COMPONENTS Glaze Orientation Area Btuh Loss Btuh Gain North 0.0 0 Northeast and Northwest 0.0 0 East and West 36.0 2124 Southeast and Southwest 0.0 0 South 0.0 0 Shaded 0.0 0 Adjacent Walls Area Btuh Loss Btuh Gain Frame, 4" Wall, R-13 Insulation 100.0 270 130 Frame, 6" Wall, R-19 Insulation 0.0 0 0 8" Concrete Block, R-4.1 Insulation 0.0 0 0 Doors (Excluding Glass) Area Btuh Loss I Btuh Gain Exterior 0.0 0 0 Adjacent 0.0 01 0 Net Exterior Walls Area Btuh Loss Btuh Gain 8" Concrete Block, R-4.1 Insulation 134.0 643 281 Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 Ceilings - Under Attic Area Btuh Loss Btuh Gain R-30 Insulation 180 288 414 R-38 Insulation 0 0 0 Ceilings - Single Assembly Area Btuh Loss I Btuh Gain R-19 Insulation 0 01 0 R-30 Insulation 0 01 0 Floors, Slab on Grade (Perimeter) Length Btuh Loss Btuh Gain No Edge Insulation 27 656 0 Raised Floors Area Btuh Loss Btuh Gain No Insulation 0 0 0 R-11 Insulation 1 01 01 1 0 R-19 Insulation 01 01 0 People, Lighting & Appliances 1225 Duct Loss/Gain (Rigid and Flexible) 1561 436 Infiltration 190 Total Btuh Loss 3273 Total Btuh Gain 4801 EXHIBIT - 045 - PAGE - 133 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 9 Prepared By ResCalc of Southwest Florida, Inc. MISCELLANEOUS REPORT Calculation Procedure A - Summer Infiltration for Entire Zone 1. Air Changes Per Hour 0.32 AC/HR 2. Conditioned Area Volume Area Height 3. Building Tightness I Average 180 10.0 1800 CU. FT. 4. Total Infiltration 10 CFM Calculation Procedure B - Summer Infiltration 1. Design Temperature Difference 18 deg F 2. Total Infiltration from Calculation Procedure A 10 CFM 3. Sensible Gain 190 Btuh Calculation Procedure C - Latent Infiltration Gain for Entire Zone 1. Grain of Moisture Difference 53 Grains 2. Total Infiltration from Calculation Procedure A 10 CFM 3. Total Latent Infiltration Load 347 Btuh Calculation Procedure D - Equipment Sizing Calculation 1. Latent Load for People, Lighting & Appliances 1225 Btuh 2. Latent Infiltration Load from Calculation Procedure C 347 Btuh 3. Latent Outside Air Ventilation Load 54 Btuh 4. Latent Equipment Sizing Load 1626 Btuh Operable Windows 11 1/1 I � 111 111 1 1 I 111 1 � 111 111 11 111 1 � 1 II / 11 1 11 111 1 � 111 111 1 11 111 1 � 111 111 1 1 1 111 1 � 1 11 / 11 1 1 1 11 I � 111 1 II 1 11 111 1 � 111 111 1 1 1 1 11 1 � 111 111 11 1/1 1 � 111 I /1 1 11 111 I � 1 11 111 ■ I � 1 1 1 1 111 1 a 1 EXHIBIT - 045 - PAGE - 134 L MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Date 11/10/2024 Prepared By ResCalc of Southwest Florida, Inc. Zone 1 10 Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Contractor Owner Permitting Office Collier Jurisdiction 211000 DESIGN CONDITIONS Reference City: Naples, Municipal Latitude: 26 Altitude: 11' Winter Indoor Design RH Summer Outside db Inside db Temp Diff 47 deg F 70 deg F 23 deg F 50%, 67 deg F Wet Bulb Outside db Inside db Temp Diff Grains Daily Range 93 deg F 75 deg F 18 deg F 53 M Sensible/Total Gain Ratio 0.62 HEATING SUMMARY Design Heating Load Requirements 2388 jBtuh COOLING SUMMARY Total Sensible Gain 3358 Btuh Total Latent Gain 2022 Btuh Total Sensible & Latent Heat Gain 5380 Btuh Total Heat Gain w/15% 6187 Btuh EXHIBIT - 045 - PAGE - 135 °` MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 12225 23rd Street SW Residence Job Address 12225 23rd Street SW Zone 10 Prepared By ResCalc of Southwest Florida, Inc. Description Area Btuh Loss Btuh Gain Conditioned Area 155 23881 1 5380 CONSTRUCTION COMPONENTS Glaze Orientation Area Btuh Loss Btuh Gain North 24.0 528 Northeast and Northwest 0.0 0 East and West 0.0 0 Southeast and Southwest 0.0 0 South 0.0 0 Shaded 0.0 0 Adjacent Walls Area Btuh Loss Btuh Gain Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 8" Concrete Block, R-4.1 Insulation 0.0 0 0 Doors (Excluding Glass) Area Btuh Loss Btuh Gain Exterior 0.0 0 0 Adjacent 0.0 0 0 Net Exterior Walls Area Btuh Loss Btuh Gain 8" Concrete Block, R-4.1 Insulation 156.0 749 328 Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 Ceilings - Under Attic Area Btuh Loss Btuh Gain R-30 Insulation 155 248 357 R-38 Insulation 0 0 0 Ceilings - Single Assembly Area Btuh Loss Btuh Gain R-19 Insulation 0 0 0 R-30 Insulation 0 0 0 Floors, Slab on Grade (Perimeter) Length Btuh Loss Btuh Gain No Edge Insulation 18 437 0 Raised Floors Area Btuh Loss Btuh Gain No Insulation 0 0 0 R-11 Insulation 1 01 01 1 0 R-19 Insulation 01 01 0 People, Lighting & Appliances 1677 Duct Loss/Gain (Rigid and Flexible) 1141 305 Infiltration 164 Total Btuh Loss 2388 Total Btuh Gain 3358 EXHIBIT - 045 - PAGE - 136 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 10 Prepared By ResCalc of Southwest Florida, Inc. MISCELLANEOUS REPORT Calculation Procedure A - Summer Infiltration for Entire Zone 1. Air Changes Per Hour 0.32 AC/HR 2. Conditioned Area Volume Area Height 3. Building Tightness Average 155 1 10.0 1550 ICU. FT. 4. Total Infiltration 8 JCFIVI Calculation Procedure B -Summer Infiltration 1. Design Temperature Difference 18 deg F 2. Total Infiltration from Calculation Procedure A 8 CFM 3. Sensible Gain 164 Btuh Calculation Procedure C - Latent Infiltration Gain for Entire Zone 1. Grain of Moisture Difference 53 Grains 2. Total Infiltration from Calculation Procedure A 8 CFM 3. Total Latent Infiltration Load 299 Btuh Calculation Procedure D - Equipment Sizing Calculation 1. Latent Load for People, Lighting & Appliances 1677 Btuh 2. Latent Infiltration Load from Calculation Procedure C 299 Btuh 3. Latent Outside Air Ventilation Load 47 Btuh 4. Latent Equipment Sizing Load 2022 Btuh Winclow and Door Factors EXHIBIT - 045 - PAGE - 137 EXHIBIT - 045 - PAGE - 137 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Date 11/10/2024 Prepared By IResCalc of Southwest Florida, Inc. Zone 11 Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Contractor Owner Permitting Office Collier Jurisdiction 211000 DESIGN CONDITIONS Reference City: Naples, Municipal Latitude: 26 Altitude: 11' Winter Indoor Design RH Summer Outside db Inside db Temp Diff 47 deg F 70 deg F 23 deg F 50%, 67 deg F Wet Bulb Outside db Inside db Temp Diff Grains Daily Range 93 deg F 75 deg F 18 deg F 53 M Sensible/Total Gain Ratio 0.72 HEATING SUMMARY Design Heating Load Requirements 7890 jBtuh COOLING SUMMARY Total Sensible Gain 7485 Btuh Total Latent Gain 2956 Btuh Total Sensible & Latent Heat Gain 10441 Btuh Total Heat Gain w/15% 12008 Btuh Winter Calculations Windows Walls Ceilings M Doors 4.76 1 Ducts Floors EXHIBIT - 045 - PAGE - 138 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 12225 23rd Street SW Residence Job Address 12225 23rd Street SW Zone 11 Prepared By ResCalc of Southwest Florida, Inc. Description Area Btuh Loss Btuh Gain Conditioned Area 400r 10441 CONSTRUCTION COMPONENTS Glaze Orientation Area Btuh Loss Btuh Gain North 54.0 1188 Northeast and Northwest 0.0 0 East and West 0.0 0 Southeast and Southwest 0.0 0 South 0.0 0 Shaded 80.0 1760 Adjacent Walls Area Btuh Loss Btuh Gain Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 8" Concrete Block, R-4.1 Insulation 0.0 0 0 Doors (Excluding Glass) Area Btuh Loss Btuh Gain Exterior 0.0 0 0 Adjacent 0.0 0 0 Net Exterior Walls Area Btuh Loss Btuh Gain 8" Concrete Block, R-4.1 Insulation 246.0 1181 517 Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 Ceilings - Under Attic Area I Btuh Loss Btuh Gain R-30 Insulation 4001 640 920 R-38 Insulation ol 0 0 Ceilings - Single Assembly Area Btuh Loss Btuh Gain R-19 Insulation 0 0 0 R-30 Insulation 0 0 0 Floors, Slab on Grade (Perimeter) Length Btuh Loss Btuh Gain No Edge Insulation 38 923 0 Raised Floors Area Btuh Loss Btuh Gain No Insulation 0 0 0 R-11 Insulation 1 01 0 0 R-19 Insulation 01 01 0 People, Lighting & Appliances 1912 Duct Loss/Gain (Rigid and Flexible) F 3761 680 Infiltration 508 Total Btuh Loss 17890 Total Btuh Gain 17485 EXHIBIT - 045 - PAGE - 139 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 11 Prepared By jResCa1c of Southwest Florida, Inc. MISCELLANEOUS REPORT Calculation Procedure A - Summer Infiltration for Entire Zone 1. Air Changes Per Hour 0.32 AC/HR 2. Conditioned Area Volume Area I Height 3. Building Tightness Average 400 12.0 4800 CU. FT. 4. Total Infiltration 26 JCFM Calculation Procedure B - Summer Infiltration 1. Design Temperature Difference 18 deg F 2. Total Infiltration from Calculation Procedure A 26 CFM 3. Sensible Gain 508 113tuh Calculation Procedure C - Latent Infiltration Gain for Entire Zone 1. Grain of Moisture Difference 53 lGrains 2. Total Infiltration from Calculation Procedure A 26 jCFM 3. Total Latent Infiltration Load 924 jBtuh Calculation Procedure D - Equipment Sizing Calculation 1. Latent Load for People, Lighting & Appliances 1912 Btuh 2. Latent Infiltration Load from Calculation Procedure C 924 Btuh 3. Latent Outside Air Ventilation Load 120 Btuh 4. Latent Equipment Sizing Load 2956 Btuh Window and Door Factors Description Area Glaze Wall Type Btuh Loss U-Factor SHGC Glass Doors 80.0 Tint Exterior, CBS, R-4.1 2880 0.75 0.25 Operable Windows 54.0 Tint Exterior, CBS, R-4.1 1890 0.75 0.25 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 Description Area U-Value Wall Type Btuh Loss Door Type 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 EXHIBIT - 045 - PAGE - 140 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Date 11/10/2024 Prepared By ResCalc of Southwest Florida, Inc. Zone 1 12 Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Contractor Owner Permitting Office Collier Jurisdiction 211000 DESIGN CONDITIONS Reference City: Naples, Municipal Latitude: 26 Altitude: 11' Winter Indoor Design RH Summer Outside db Inside db Temp Diff 47 deg F 70 deg F 23 deg F 50%, 67 deg F Wet Bulb Outside db Inside db Temp Diff Grains Daily Range 93 deg F 75 deg F 18 deg F 53 M Sensible/Total Gain Ratio 0.74 HEATING SUMMARY Design Heating Load Requirements 7055 Btuh COOLING SUMMARY Total Sensible Gain 7395 Btuh Total Latent Gain 2545 Btuh Total Sensible & Latent Heat Gain 9940 Btuh Total Heat Gain w/15% 11431 Btuh Winter Calculations Windows Walls Ceilings !4.76 Doors Ducts Floors EXHIBIT - 045 - PAGE - 141 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 12 Prepared By ResCalc of Southwest Florida, Inc. Description Area Btuh Loss I I Btuh Gain Conditioned Area 322 70551 A 9940 CONSTRUCTION COMPONENTS Glaze Orientation Area Btuh Loss Btuh Gain North 0.0 0 Northeast and Northwest 0.0 0 East and West 30.0 1770 Southeast and Southwest 0.0 0 South 0.0 0 Shaded 52.0 1144 Adjacent Walls Area Btuh Loss Btuh Gain Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 8" Concrete Block, R-4.1 Insulation 0.0 0 0 Doors (Excluding Glass) Area Btuh Loss Btuh Gain Exterior 0.0 0 0 Adjacent 0.0 0 0 Net Exterior Walls Area Btuh Loss Btuh Gain 8" Concrete Block, R-4.1 Insulation 428.0 2054 899 Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 Ceilings - Under Attic Area Btuh Loss Btuh Gain R-30 Insulation 322 515 741 R-38 Insulation 0 0 0 Ceilings - Single Assembly Area Btuh Loss Btuh Gain R-19 Insulation 0 0 0 R-30 Insulation 01 0 0 Floors, Slab on Grade (Perimeter) Length Btuh Loss Btuh Gain No Edge Insulation 51 1239 0 Raised Floors Area Btuh Loss Btuh Gain No Insulation 0 0 0 R-11 Insulation 01 0 0 R-19 Insulation 01 0 10 People, Lighting & Appliances 1829 Duct Loss/Gain (Rigid and Flexible) 3361 672 Infiltration 341 Total Btuh Loss 7055 Total Btuh Gain 7395 EXHIBIT - 045 - PAGE - 142 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 112 Prepared By ResCalc of Southwest Florida, Inc. MISCELLANEOUS REPORT Calculation Procedure A - Summer Infiltration for Entire Zone 1. Air Changes Per Hour 0.32 AC/HR 2. Conditioned Area Volume Area Height 3. Building Tightness Average 322 10.0 3220 CU. FT. 4. Total Infiltration 17 CFM Calculation Procedure B - Summer Infiltration 1. Design Temperature Difference 18 deg F 2. Total Infiltration from Calculation Procedure A 17 CFM 3. Sensible Gain 341 Btuh Calculation Procedure C - Latent Infiltration Gain for Entire Zone 1. Grain of Moisture Difference 53 Grains 2. Total Infiltration from Calculation Procedure A 17 CFM 3. Total Latent Infiltration Load 620 Btuh Calculation Procedure D - Equipment Sizing Calculation 1. Latent Load for People, Lighting & Appliances 1829 Btuh 2. Latent Infiltration Load from Calculation Procedure C 620 Btuh 3. Latent Outside Air Ventilation Load 97 Btuh 4. Latent Equipment Sizing Load 2545 Btuh Window and Door Factors Description Area Glaze Wall Type Btuh Loss U-Factor SHGC Glass Doors 40.0 Tint Exterior, CBS, R-4.1 1440 0.75 0.25 Operable Windows 42.0 Tint Exterior, CBS, R-4.1 1470 0.75 0.25 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 Description Area U-Value Wall Type Btuh Loss Door Type 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 0 EXHIBIT - 045 - PAGE - 143 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Date 11/10/2024 Prepared By ResCalc of Southwest Florida, Inc. Zone I 13 Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Contractor Owner Permitting Office Collier Jurisdiction 211000 DESIGN CONDITIONS Reference City: Naples, Municipal Latitude: 26 Altitude: 11' Winter Indoor Design RH Summer Outside db Inside db Temp Diff 47 deg F 70 deg F 23 deg F 50%, 67 deg F Wet Bulb Outside db Inside db Temp Diff Grains Daily Range 93 deg F 75 deg F 18 deg F 53 M Sensible/Total Gain Ratio 0.70 HEATING SUMMARY Design Heating Load Requirements 13190 Btuh COOLING SUMMARY Total Sensible Gain 13488 Btuh Total Latent Gain 5671 Btuh Total Sensible & Latent Heat Gain 19159 Btuh Total Heat Gain w/15% 22032 Btuh Winter Calculations Windows Walls Ceilings Doors 4.7 Ducts Floors EXHIBIT - 045 - PAGE - 144 MANUAL 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 13 Prepared By ResCalc of Southwest Florida, Inc. Description Area Btuh Loss Btuh Gain Conditioned Area 769 13190 19159 CONSTRUCTION COMPONENTS Glaze Orientation Area Btuh Loss Btuh Gain North 0.0 0 Northeast and Northwest 0.0 0 East and West 18.0 1062 Southeast and Southwest 0.0 0 South 18.0 594 Shaded 110.0 2420 Adjacent Walls Area Btuh Loss Btuh Gain Frame, 4" Wall, R-13 Insulation 128.0 346 166 Frame, 6" Wall, R-19Insulation 0.0 0 0 8" Concrete Block, R-4.1 Insulation 0.0 0 0 Doors (Excluding Glass) Area Btuh Loss Btuh Gain Exterior 0.0 0 0 Adjacent 2 2. 0 264 84 Net Exterior Walls Area Btuh Loss Btuh Gain 8" Concrete Block, R-4.1 Insulation 664.0 3187 1394 Frame, 4" Wall, R-13 Insulation 0.0 0 0 Frame, 6" Wall, R-19 Insulation 0.0 0 0 Ceilings - Under Attic Area Btuh Loss Btuh Gain R-30 Insulation 769 1230 1769 R-38 Insulation 0 0 0 Ceilings - Single Assembly Area I Btuh Loss Btuh Gain R-19 Insulation 01 0 0 R-30Insulation 01 0 0 Floors, Slab on Grade (Perimeter) Length Btuh Loss Btuh Gain No Edge Insulation 96 2333 0 Raised Floors Area Btuh Loss Btuh Gain No Insulation 0 0 0 R-11 Insulation 0 0 0 R-19 Insulation 0 0 0 People, Lighting & Appliances 3959 Duct Loss/Gain (Rigid and Flexible) 6281 1226 Infiltration 814 Total Btuh Loss 13190 Total Btuh Gain 13488 EXHIBIT - 045 - PAGE - 145 MANUAL J 8TH EDITION BASED RESIDENTIAL HEAT LOAD CALCULATIONS Job Name 2225 23rd Street SW Residence Job Address 2225 23rd Street SW Zone 13 Prepared By ResCalc of Southwest Florida, Inc. MISCELLANEOUS REPORT Calculation Procedure A - Summer Infiltration for Entire Zone 1. Air Changes Per Hour 2. Conditioned Area Volume Area Height 0.32 AC/HR 3. Building Tightness Average 769 10.0 7690 CU. FT. 4. Total Infiltration 41 JCFM Calculation Procedure B - Summer Infiltration 1. Design Temperature Difference 2. Total Infiltration from Calculation Procedure A 18 41 deg F CFM 3. Sensible Gain 814 Btuh Calculation Procedure C - Latent Infiltration Gain for Entire Zone 1. Grain of Moisture Difference 53 Grains 2. Total Infiltration from Calculation Procedure A 41 CFM 3. Total Latent Infiltration Load 1481 Btuh Calculation Procedure D - Equipment Sizing Calculation 1. Latent Load for People, Lighting & Appliances 3959 Btuh 2. Latent Infiltration Load from Calculation Procedure C 1481 Btuh 3. Latent Outside Air Ventilation Load 231 Btuh 4. Latent Equipment Sizing Load 5671 Btuh Window and Door Factors Description Area Glaze Wall Type Btuh Loss U-Factor SHGC Glass Doors 110.0 Tint Exterior, CBS, R-4.1 3960 0.75 0.25 Operable Windows 33.0 Tint Exterior, CBS, R-4.1 1155 0.75 0.25 Fixed Glass 3.0 Tint Exterior, CBS, R-4.1 87 0.75 0.25 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 0 0.0 0.00 0 0 0.00 0.00 Description Area U-Value Wall Type Btuh Loss Door Type Metal 22.0 0.32 Adjacent, Frame, R-13 264 Insulated 0 0.0 0.00 0 0 0 0 0.0 0.00 0 0 1 0 0 0.0 0.00 0 0 1 0 EXHIBIT - 045 - PAGE - 146 �R3�Qp Kristen Jasinski <kristen@naplesfloridavacationhomes.com> .�iDM88 id: Correspondence from Growth Management Division - Corrections Letter EPR - Outstanding Corrections '7PRFH2O241041232) 1 message Kristen Jasinski <kristen@jasinskibuilders.com> Fri, May 23, 2025 at 5:58 PM To: Joe Proctor<jproctor@croninengineering.com>, Derek Cronin <dcronin@croninengineering.com>, Brian Palkovic NaplesArchitect <brian@archteriordesign.com> Joe and Derek, Finally we have a review back from the county with respect to 2225 23rd Street SW. Please review and advise for correction. With respect to NOA index sheet and NOAs for windows - I'll work on that in addition to termite treatment for concrete repair after rough plumbing. I look forward to hearing from you. Best regards, Kristen Jasinski Real Estate Broker & Vacation Rental Manager Naples Florida Vacation Homes, LLC 239-676-0088 Main 847-902-9133 Cell Kristen@NaplesFloridaVacationHomes.com ------------ Forwarded message--------- From:<CityViewDoNotReply@colliercountyfl.gov> Date: Thu, May 22, 2025 at 12:55 PM Subject: Correspondence from Growth Management Division - Corrections Letter EPR - Outstanding Corrections (PRFH2O241041232) To: <kristen@naplesfloridavacationhomes. com> PDF attached to email. This email was sent from Collier County, FL - 2024.3.6. toCorrections Letter EPR - Outstanding Corrections0.pdf 20K EXHIBIT - 046 - PAGE - 001 gAC8470A Kristen Jasinski <kristen@naplesfloridavacationhomes.com> "AEt > /d: Correspondence from Growth Management Division - Corrections Letter EPR - Outstanding Corrections '*rRFH2O241041232) 1 message Kristen Jasinski <kristen@jasinskibuilders.com> Fri, May 23, 2025 at 9:41 PM To: Jose Gonzalez<jonzalez@croninengineering.com> Cc: Joe Proctor <jproctor@croninengineering.com>, Derek Cronin <dcronin@croninengineering.com> Hi Jose, Please see the corrections letter as attached for 2225 23rd street 5W. I look forward to receiving corrections during the week of June 2nd as you are traveling during Memorial Day week. Best regards, Kristen Jasinski Real Estate Broker & Vacation Rental Manager Naples Florida Vacation Homes, LLC 239-676-0088 Main 847-902-9133 Cell Kristen@NaplesFloridaVacationHomes.com For Florida sunshine book direct @ NaplesFloridaVacationHomes.com ---------- Forwarded message --------- From: <CityViewDoNotReply@colliercountyfl.gov> Date: Thu, May 22, 2025 at 12,55 PM subject: Correspondence from Growth Management Division - Corrections Letter EPR - Outstanding Corrections (PRFH20241041232) to: <kristen@naplesfloridavacationhomes.com> PDF attached to email. This email was sent from Collier County, FL - 2024.3.6. Corrections Letter EPR - Outstanding Corrections0.pdf 20K EXHIBIT - 047 - PAGE - 001 JILDERS Mr. Toby Hartwell Residential Plan Reviewer Collier County Building Department Toby.Hartwell@colliercountyfl.gov RE: Response to Corrections Letter Dated May 22, 2025 PRFH20241041232 - 2225 23rd Street SW Mr. Hartwell, May 27, 2025 This addresses matters raised by Mr. Toby Hartwell with respect to the Residential Review portion of Outstanding Corrections notice dated May 22, 2025. 1. Of note, there is no Correction Comment #1 under residential review. They list starts at Comment #2. 2. To satisfy Comment #2, we have uploaded a new NOA index sheet as well as NOAs for windows which have been replaced as noted. All other windows and doors are original to when the house was built around 1998/9. Materials used for roof repairs have also been included. 3. To address comment #3 - please refer to the bottom of page A-11 where we have added a detail showing repair of concrete slab after trenching to add rough plumbing lines. This detail includes a note for subterranean termite treatment following rough plumbing work. 4. Correction Comment #4 - Energy Calculations have been uploaded. The electrical portion raised by reviewer Mr. Ronald Mongillo will be addressed hopefully during the week of June 2nd as the engineer who prepared those plans is on vacation this week. We will appreciate your efforts to hopefully finalize the residential review portion of this project. Sincerely, Kristen Jasinski License # CRC1333281 2805 Horseshoe Drive S, #10, Naples, FL 34104 239-231-1166 EXHIBIT - 048 - PAGE - 001 Kristen Jasinski <kristen@naplesfloridavacationhomes.com> 17$C84'XOFI ROW Updated Electrical Plans - PRFH2O241041232 - 2225 23rd Street SW Tmessage Ronald Mongillo <Ronald.Mongillo@colliercountyfl.gov> Tue, Jun 10, 2025 at 3:45 PM To: Kristen Jasinski <kristen@jasinskibuilders.com> Cc: Toby Hartwell <Toby.Hartwell@colliercountyfl.gov> Hello Kristen, I have uploaded your revised plans and approved my review. You cannot upload to the portal when the permit is under review. Ronald Mongillo Plans Reviewer I Building Plan Review & Inspection Office:239-252-5741 2800 Horseshoe Drive North Naples, Florida 34104 Ronald.Mongillo@colliercountyfl.gov From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Friday, June 6, 2025 9:07 PM fo: Ronald Mongillo <Ronald.Mongillo@colliercountyfl.gov> Cc: Toby Hartwell <Toby.Hartwell@colliercountyfl.gov> Subject: Updated Electrial Plans - PRFH2O241041232 - 2225 23rd Street SW -t Collier Counter ®ffifam EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Ronald, With reference to the permit application for 2225 23rd Street SW, and Outstanding Corrections Letter dated May 22, 2025 attached please find an update Electrical Plan which addresses issues raised within. I tried to upload this to the portal but the system would not allow any documents to be uploaded. Can you upload the attached for review or advise when the system has been adjusted so documents can be uploaded. I hope the attached is satisfactory and we can wrap up the permit approval soon. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 -^ BZJILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S. #10 EXHIBIT - 049 - PAGE - 001 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. W" EXHIBIT - 049 - PAGE - 002 vv��♦ vvv�� B0,._..D OF COUNTY COMMISSIC :RS INSPECTION HISTORY PRINT ?ERMIT NBR: 98010750 JOB DESC:CBS RESIDENCE - 400 AMPS STATUS:INSPCT JOB LOCATION: 2225 23RD ST SW SUBDIVISION: 703 / Golden Gate Estates Unit 195 BLOCK:S LOT: 0 MASTER NBR: 0 TRS: 49 27 19 UNIT: TRACT: TAZ: 195 WATER: WELL SEWER: SEPTIC Se COA: 98-0896 FLOOD ZONE: X OWNER NAME: MORALES, GLORIA C JOB PRONE: (941)434-2039 CERT NBR: DBA: JOB VALUE: $321,000.00 CONTACT NA14E•GLORIA MORALES CONTACT PHONE:(941)434-2039 SETBACKS FRONT: 75.00 REAR: 75.00 LEFT: 30.00 RIGHT: 30.00 SPECIAL: IMPORTANT DATES: EXTENDED APPLICATION APPROVAL ISSUED CO EXPI_RATION CANCEL EXPIRATION 01/15/1998 02/06/1998 02/10/1996 03/01/1999 DIRECTIONS• ADDTL INFO: 7/29/99 rev. relocate meter to be together on one side of house per fpl. one service allowed per building, per n.e.c., DC REV -DELETE O/H GARAGE DOOR & INSTALL PASSAGE DOOR & WINDOW-8/10/99-D:4 SUBCONTRACTORS CERT NBR SUB STATUS START DATE END DATE STATUS SUB CLASS DBA SUBPERMITS PERMIT NPR STATUS TYPE CERT NBR DBA JOB DISC Collier County Board of County Commissioners Printed on: 03/13/2000 10:25:33AM CD -Plus for Windows 95/NT CDPR2036 Page 1 of 5 EXHIBIT - 049 - PAGE - 003 FEE CODE 'STATUS DESCRIPTION WAIVE AMOUNT DUE ENTER DATE 06REIN1 PENDING REINSPECTION 1 N 25.00 06REIN1 PENDING REINSPECTION 1 N 25.00 06REIN1 PENDING REINSPECTION 1 N 25.00 06REIN1 PENDING REINSPECTION 1 N 25.00 06RERW1 PENDING REINSPECTION RIGHT OF WAY 1 N 43.00 08DUPN PENDING NAPLES-DUPLICATE PERMIT N 5.00 07/20/1999 OBBCAI POSTED BLDG.CODE CERT. SURCHARGE N 47.39 08BPNP POSTED BLDG PERMITS - NAPLES N 1,424.00 08BROW POSTED INITIAL R.O.W. N 125.00 08CPNP POSTED COMMUNITY/REGIONAL PARKS IMPAC N 399.00 0BEMS I POSTED EMS IMPACT FEES UNINC. N 14.00 08GGIM POSTED GOLDEN GATE FIRE IMPACT N 1,421.55 08LIBR POSTED LIBRARY IMPACT FEE-UNINC. N 180.52 08MFSG POSTED MICROFILM SURCHARGE N 2.00 08ADGS POSTED BLDG. PERMIT SURCHARGE N 47.39 08RGPK POSTED COMMUNITY/REGIONAL PARK IMPACT N 179.00 08SCHI POSTED SCHOOL BOARD IMPACT FEE N 1,778.00 08SFR6 POSTED DIST 6 ROAD IMPACT FEE -SINGLE N 1,379.00 08BACR POSTED BLDG. PERMIT APP. FEE CREDIT N -348.85 08BASA POSTED SEPTIC APPLICATION FEE N -145.00 06REIN2 PENDING REINSPECTION 2 N 40.00 06RELN1 PENDING REINSPECTION LANDSCAPE 1 N 43.00 06RERW1 PENDING REINSPECTION RIGHT OF;WAY 1 N 43.00 06REIN2 PENDING REINSPECTION 2 N 40.00 06REIN1 PENDING REINSPECTION 1 N 25.00 08DUPN PENDING NAPLES-DUPLICATE PERMIT N 5.00 03/03/1999 08BAPM POSTED BLDG. PERMIT ADDIT. APP. FEE N 348.85 08BASA POSTED SEPTIC APPLICATION FEE N 145.00 06REIN1 PENDING REINSPECTION 1 N 25.00 06REIN2 PENDING REINSPECTION 2 N 40.00 06HDRE PENDING HEALTH DEPT SEPTIC -TANK REINSP N 25.00 03/08/2000 OGSWCF PENDING RESIDENTIAL MANDATORY COLLECT N 63.99 06REIN1 PENDING REINSPECTION 1 N 25.00 06REIN1 PENDING REINSPECTION 1 N 25.00 08BRE2 PENDING NAPLES REVISION $2 N 36.00 08/10/1999 REQ CRASS DBSCRIPTION/RXMXkKS PRI RSQ DATE RESULT COD& EMS DATE INSPECTOR 099 NOTICE OF COMMENCEMENT 0 08/03/1999 90 OB/03/1999 HECKE_J BK 2575 PG 0442 100 ST FOOTINGS 0 02/27/1998 92 02/27/1998 FORT_D 02-27-98 499 BOOK 2387 PAGE 3472 100 ST FOOTINGS 0 03/17/1998 74 03/17/1998 FORT D Collier County Board of County Commissioners Printed on: 03/13/2000 10:25:33AM CD -Plus for Windows 95/NT Page 2 of 5 CDPR2036 EXHIBIT - 049 - PAGE - 004 THIS INISPEC ION IS F ERTICAL STEEL TIE DOWN E TENSICN 103 ST SLAH . 0 04/22/1996 90 04/22/1998 ORT_D 104 ST TIE BEAM 0 08/14/1998 81 08/14/1998 CHANCY_H MISSING STUD IN COL. 104 ST TIE BEAM 0 09/02/1998 50 09/02/1998 CHANCY_H 107 SHEATHING METAL FASCIA 0 04/02/1999 75 04/02/1999 AIRS ok to install windows 107 ST SHEATHING 1ETAL FASCIA 0 05/10/1999 90 05/10/1999 CHANCY_11 108 ST FRAMING 0 C8/03/1999 61 08/03/1999 CERON_J DENIALS: 1002-SUBS NOT READY 1058-TOO MUCH TO LIST -SEE YELLOW TAG OR CALL INSPECTOR 108 ST FRAMING 0 08/09/1999 82 08/09/1999 BBLYEA S DENIALS: 1058-TOO MUCH TO LIST -SEE YELLOW TAG OR CALL INSPECTOR i0s ST EARNING 0 08/25/1999 90 08/25/1999 CFANCY_H 109 INSULATION 0 08/31/1999 81 08/31/1999 HECKE_J ELEC SERV NOT COMPLETED 109 ST INSULATION 0 09/30/1999 92 09/29/1999 HECKE_J WALLS ONLY- VERIFIED INSULATION IN WALLS BY HAVING WALLBOARD REMOVED IN SEVERAL LOCATIONS ill ROOFING IN PROGRESS 0 08/03/1999 'JS 08/03/1999 HASSO_J CANCEL BY GLORIA 732-2039 111 RF ROOFING IN PROGRESS 0 08/09/1999 90 OB/09/1999 BELYEA S 115 FINAL BUILDING 0 02/18/2000 81 02/18/2000 CHANCY_H MISSING HOUSE NUMBER, ATTIC %OT CODE, BROKEN WINDOW, DRYWALL REPAIR, SHOWER, JOB SITE NEEDS TO BE CLEANED UP. NOT READY 115 ST FINAL BUILDING 0 02/18/2000 75 02/17/2000 AIRS REV -DELETE O/H GARAGE DOOR 6 INSTALL PASSAGE DOOR 6 WI14DOW-8/10/99- 115 ST FINAL BUILDING 0 03/01/2000 90 03/01/2000 CHANCY_H li5 FINAL BUILDING 0 02/29/2000 75 02/29/2000 CHANCY_H 119 ST FILL CELLS 0 03/16/1990 92 03/17/1998 FORT_D 3/17/98 STEM WALL. 122 SS 10 DAY SPOT SURVEY 0 05/02/1999 90 05/19/1998 GEDYE_L ffe- 102.64 134 RE' FINAL ROOFING 0 11/15/1999 90 11/15/1999 CHANCY H 200 PB PLUMBING ROUGH 0 04/07/1999 90 04/07/1998 KERRIGAN_J 201 PLUMBING TUB SET 0 06/03/1999 75 08/03/1999 HASSO_J CANCEL BY GLORIA 932-2039 201 P3 PLUMBING TUB SET 0 08/09/1999 80 08/09/1999 SCHMIDT_D DENIALS: 2027-TUB NOT INSTALLED - OK TO PROCEED 204 PB FINAL PLUMBING 0 02/02/2000 75 02/01/2000 AIRS 204 PB FINAL PLUMBING 0 02/08/2000 90 02/08/2000 KF.RRIGAN_J 300 ME MECHP?.ICAL ROUGH A/C 0 08/09/1999 82 08/09/1999 SCHMIDT_D DENIALS: 2058-T00 MUCH TO LIST -SEE YELLO:' TAG OR CALL INSPECTOR 300 i•L. MECHANICAL ROUGH A/C 0 08iO3/1999 81 08/03/1999 SCILMICT D Collier County Board of County Comnissioners Printed on: 03/13/2000 10:25:33AZI CD -Plus for Windows 95/NT Page 3 of 5 CDPR203E EXHIBIT - 049 - PAGE - 005 f00 ME 101 ME w/ 500 EL 500 EL 501 501 502 EL 502 Fl- 502 502 EL 800 RW 800 801 601 RW 001 RW 802 LS 602 LS e04 805 805 BID LS DENIALS: 2058-TOC 14UCH TO LIS',-SEE YELLOW 'rAG OR CALL INSPECTOR 08/17/1999 KERRIGAN J MECHANICAL ROUGH A/C 0 08/17/1999 90 - FINAL MECHANICAL A/C 0 02/02/2000 90 02/02/2000 1L5FLRIC-.4N_J ELECTRICAL T POLE 0 03/04/1999 90 03/04/1999 ARTHURS_T 3/4/99 1 METER 3-5-99 FAXED T-POLE 0 04/22/1998 61 04/22/1998 LUEDTKE-K ELECTRICAL T POLE approved nipple at meter- parallel neutrals- bond neutral bar at panel ELECTRICAL ROUGH 0 08/09/1999 91 06/10/1999 HECKE-J INSPECT SERVICE. AT 109 0 08/03/1999 81 08/03/1999 11ECKE-J ELECTRICAL ROUGH SERVICE NOT INSPECTED INC. DENIALS 5007-SUP?ORT CONDUIT OR CABLE 5008-RECEPTACLE OUTLET 2, 6 CR 12 FOOT ROLE 5009-KITCHEN COUNTER OUTLET SPACING 5058-TOO MUCH TO LIST- SEE YELLOP: TAG OR I'll 02/11/2000 HECKE_J FINAL ELECTRICAL 0 2000CTOR B2 DENIALS: 5008-RECEPTACLE OUTLET 2, 6 OR 12 FOOT RULE 5034-SERVICE DOES NOT MATCH PLANS 5058-TOO MUCH TO LIST- SEE YELLOW TAG OR CALL INSPECTOR FINAL ELECTRICAL 0 02/15/2000 91 02/14/2000 11ECKE_J 400 AMPS PERM. 550 A4pS INSTALLED 0 02/08/2000 81 02/OB/2000 iLSCKE J FINAL ELECTRICAL 5012, 5031, 5058 GAVE p3RF:I5Si0N FOR 2 GROUND RODS FOR 45000, 5008, :;Dog, 5010, 5018, GROUNDING OF SERVICE DENIALS: 5000-BONDING JUMPER(S) NOT INSTALLED 5008-RECEPTACLE OUTLET 2, 6 OR 12 FOOT RULE 5009-KITCHEN COUNTER OUTLET SPACING 5010-CLOSET LIGHT CLEARANCE 5018-NO CONCRETE -ENCASED ELECTRODE, 5028-BATFROOM RECEPTACLE ADJACENT TO SINK GFI PROTECTED 5031-PARALLEL NEUTRALS 505B-TOO MUCR TO LIST.- SEE YELLOW TAG OR CALL INSPECTOR FINAL ELECTRICAL 0 02/02/2000 75 02./01/2000 AIRS 7/29/99 rev. relocate meter to be together on cne side of house per fpl. one service allowed per building, per n•e.L., DC 0 02/08/2000 90 02/08/2000 MOSS_R ROW/ENGINEERING ROW/ENGINEERING 0 01/05/2000 91 01/05/2000 SCHRAMMM-E INCOMPLETE, ELEVATIONS OK ON CULVERT PIPE 0 03/01/2000 90 02/29/2000 MOSS_R SITE DRAINAGE SITE DRAINAGE O 02/18/2000 75 02/17/2000 AIRS SITE DRAINAGE 0 02/08/2000 81 02/08/2000 MOSS_R LANDSCAPING 0 02/15/2000 90 02/15/2000 MOSS-R LANDSCAPING 0 02/09/2000 61 02/06/2000 MOSS -A WELT. 0 01/22/1999 90 01/21/1999 THURSTON_R SEPTIC 0 03/09/2000 90 03/08/2000 MILLER-R $30 REINSPECTION 0 02/16/2000 75 03/OB/2000 GEDYE-L SEPTIC EXOTIC VEG RE:40VAL 0 02108/2000 90 02/08/2000 MOSS_n Collier. County Board of County Ccncnissioners Pri-ted on: 03/13/2000 10:25:33AM CD -Plus for Windows 95/NT CDPA2036 Page 4 of 5 EXHIBIT - 049 - PAGE - 006 NO CD=R2025 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS CERTIFICATE OF OCCUPANCY This Certificate is issued persuant to the requirments of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the county regulating building construction or use. For the following - PERMIT NBR: 98010750 CO NBR: 155254 STATUS: ISSUED CO TYPE: FINAL ISSUED DATE: March 13, 2000 ADDRESS: 2225 23RD ST SW SUBDIVISION: 703 Golden Gate Estates Unit 195 LOT: 0 BLOCK: 5 T.R.S.: 49 27 19 SLUC CODE: UTIL'TY COMPANY: JOB DESC: CBS .,EsIDENCE - 400 AMPS NUMBER OF METERS: OWNER: MORALES, GLORIA C 2345 LOGAN CIR NE ATLANT_A GAC016E 303193849 LEGAL DESCRIPTION GOLDEN GATE EST UNIT 195 TR 5 Note: A now certificate is required if the use of the building or premises is changed, or if alterations are made to the buildiro or property described. A new certificate voids any certificate of prior date. Collier County Board of County Commissioners Printed on: 03/13/200 1-0:50:08AM CD -Plus for Windows 95/NT Page 1 of 1 EXHIBIT - 049 - PAGE - 007 Collier County Customer Payment Slip - Permits Date: June 24, 2025 Contact: Kristen Jasinski 2805 Horseshoe Drive S, #10 Naples, FL 34104 Owner: BUOYANCY LLC Permit Location: 2225 23rd ST SW, Naples Job Description: After -the -fact permit for variences between how building was permitted in 1998/1999, and incorporates various modifications made over the years under the same roof (no additions), (separate permit:demolish unpermitted well house, relocation of well house to new location) and construction of, upgrade electrical service. (ref. PRAC20241042897/PRDM20241042895 CESD20240001061,CESD20240001058) 2225 23rd ST SW, Naples FEES: Description lication Number jPermit Number Fee Pa' F e Second and Subsequent Plan PRFH2O241041232 PRFH2O24104123201 $65.00 $0.00 Corrections PRFH2O241041232 PRFH2O24104123201 $65.00 $0.00 Second and Subsequent Plan Corrections PRFH2O241041232 PRFH2O24104123201 $65.00 $0.00 Second and Subsequent Plan Corrections PRFH2O241041232 PRFH2O24104123201 $65.00 $0.00 Second and Subsequent Plan Corrections PRFH2O241041232 PRFH2O24104123201 $37.50 $0.00 Zoning Review - Additional Reviews PRFH2O241041232 PRFH2O24104123201 $1,365.00 $0.00 Inspection Fee PRFH2O241041232 PRFH2O24104123201 $75.00 $0.00 Zoning Review - Review PRFH2O241041232 PRFH2O24104123201 $100.00 $0.00 FEMA - Review Fee PRFH2O241041232 PRFH2O24104123201 $100.00 $0.00 Electrical Alteration - Review Fee PRFH2O241041232 PRFH2O24104123201 $100.00 $0.00 Plumbing Alteration - Review Fee PRFH2O241041232 IPRFH2024104123201 1 $50.00 $0.00 EXHIBIT - 050 - PAGE - 001 Structural Alteration - Review Fee BCAI PRFH2O241041232 PRFH2O24104123201 $30.38 $0.00 DBPR Surcharge PRFH2O241041232 PRFH2O24104123201 $20.25 $0.00 After the Fact Permit Fee PRFH2O241041232 PRFH2O24104123201 $2,137.50 $0.00 Total: $4,275.63 $0.00 Total Owing: $4,275.63 Bonds: Item Tvoe Balance The following conditions must be satisfied before your permit can be issued: Final Twe Add ATF Fees The following conditions must be satisfied before you can call your first inspection: Sub Contractor (Electrical) Upload to the condition on portal. Sub Contractor (Plumbing) Upload to the condition on portal. You can track your permit using the following link: https://cvportal.coll iercountyfl. gov/C ityViewWeb//Permit/StatusReference?referenceN u mber=P RFH2O241041232 To pay online use the following link; https://cvportal.col liercou ntyfl.aov/cityviewweb Must be a GMD Public Portal registered user to make payment. FBC 105.3.2 Time limitation of application. An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith or a permit has been issued. A new permit application will need to be applied for. EXHIBIT - 050 - PAGE - 002 L Collier County Customer Payment Slip - Permits Date: June 25, 2025 Contact: Kristen Jasinski 2805 Horseshoe Drive S, #10 Naples, FL 34104 Owner: BUOYANCY LLC Permit Location: 2225 23rd ST SW, Naples Job Description: After -the -fact permit for variences between how building was permitted in 1998/1999, and incorporates various modifications made over the years under the same roof (no additions), (separate permit -.demolish unpermitted well house, relocation of well house to new location) and construction of, upgrade electrical service. (ref. PRAC20241042897/PRDM20241042895 CESD20240001061,CESD20240001058) 2225 23rd ST SW, Naples FEES: Description li i Number P it N mb r Eg& Paid Fee Second and Subsequent Plan PRFH2O241041232 PRFH2O24104123201 $65.00 $0.00 Corrections PRFH2O241041232 PRFH2O24104123201 $65.00 $0.00 Second and Subsequent Plan Corrections PRFH2O241041232 PRFH2O24104123201 $65.00 $0.00 Second and Subsequent Plan Corrections PRFH2O241041232 PRFH2O24104123201 $65.00 $0.00 Second and Subsequent Plan Corrections PRFH2O241041232 PRFH2O24104123201 $37.50 $0.00 Zoning Review -Additional Reviews PRFH2O241041232 PRFH2O24104123201 $1,365.00 $0.00 Inspection Fee PRFH20241041232 PRFH2O24104123201 $75.00 $0.00 Zoning Review - Review PRFH2O241041232 PRFH2O24104123201 $100.00 $0.00 FEMA - Review Fee PRFH2O241041232 PRFH2O24104123201 $100.00 $0.00 Electrical Alteration - Review Fee PRFH2O241041232 PRFH2O24104123201 $100.00 $0.00 ,Plumbing Alteration - Review Fee PRFH2O241041232 IPRFH2024104123201 $50.00 EXHIBIT - 051 - PAGE - 001 Structural Alteration - Review Fee BCAI PRFH2O241041232 PRFH2O24104123201 $30.38 $0.00 DBPR Surcharge PRFH2O241041232 PRFH2O24104123201 $20.25 $0.00 After the Fact Permit Fee PRFH2O241041232 PRFH2O24104123201 $2,025.00 $0.00 Total: $4,163.13 $0.00 Total Owing: $4,163.13 Bonds: Item Tvoe Balance The following conditions must be satisfied before your Qermit can be issued: Final Tvoe Add ATF Fees The following conditions must be satisfied before you can call your first inspection: Sub Contractor (Electrical) Upload to the condition on portal. Sub Contractor (Plumbing) Upload to the condition on portal. You can track your permit using the following link: https://cvportal.colliercountyfl.gov/CityViewWeb//Permit/StatusReference?referenceNumber=PRFH2O241041232 To pay online use the following link: https://cvportal.colliercountyfl.gov/cityviewweb Must be a GMD Public Portal registered user to make payment. FBC 105.3.2 Time limitation of application. An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith or a permit has been issued. A new permit application will need to be applied for. EXHIBIT - 051 - PAGE - 002 FACA4'IOiQ Kristen Jasinski <kristen@naplesfloridavacationhomes.com> 25 23rd Street SW PRFH2O241041232 '-Tmessage Kristen Jasinski <kristen@jasinskibuilders.com> Wed, Jun 25, 2025 at 10:16 PM To: Robert Moore <Robert.Moore@colliercountyfl.gov> Hello Robert, I am pleased to see we are finally near the point where the after -the -fact permit can be issued for 2225 23rd Street SW. Can I schedule a meeting with you or another person you might suggest to discuss how we go about scheduling the various inspections for this after -the -fact permit? There will be things which are of course not exposed such as underground sewer pipes, or rebar in a filled cell or a floating slab, etc. When the inspector arrives all they will see is a nicely finished tile floor or a finished stucco wall, etc. For example with the rough plumbing inspection, would it be appropriate if he had toilets pulled Wor a camera line so inspector is comfortable line is properly pitched, etc.? I look forward to hearing from you. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 BUILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@Jasinski Builders, com EXHIBIT - 052 - PAGE - 001 Receipt Number: Transaction Number: Date Paid: Amount Due: Payment Details: Amount Paid: Change / Overage: Contact: FEE DETAILS: Fee Descriotion Second and Subsequent Plan Corrections Second and Subsequent Plan Corrections Second and Subsequent Plan Corrections Second and Subsequent Plan Corrections Zoning Review - Additional Reviews Inspection Fee Zoning Review - Review FEMA - Review Fee Electrical Alteration - Review Fee Plumbing Alteration - Review Fee Structural Alteration - Review Fee BCAI DBPR Surcharge After the Fact Permit Fee Cashier Name: Batch Number: Entered By: Collier County Growth Management Division 2800 Horseshoe Drive N. Naples, FL 34104 239-252-2400 RECEIPT OF PAYMENT 20251338877 2025-063814 07/17/2025 $4,163.13 Payment Method Credit Card Amount Paid Check Number $4,163.13 4398911260 $4,163.13 $0.00 Kristen Jasinski 2805 Horseshoe Drive S, Suite 10 Naples, FL 34104 Reference Number Original Amount GL Account Fee Paid PRFH2O241041232 $65.00 $65.00 113-138900-322110-000000 PRFH2O241041232 $65.00 $65.00 113-138900-322110-000000 PRFH2O241041232 $65.00 $65.00 113-138900-322110-000000 PRFH2O241041232 $65.00 $65.00 113-138900-322110-000000 PRFH2O241041232 $37.50 $37.50 131-138326-343990 PRFH2O241041232 $1,365.00 $1,365.00 113-138900-322110-000000 PRFH2O241041232 $75.00 $75.00 131-138326-343990 PRFH2O241041232 $100.00 $100.00 113-138900-322110-000000 PRFH2O241041232 $100.00 $100.00 113-138900-322110-000000 PRFH2O241041232 $100.00 $100.00 113-138900-322110-000000 PRFH2O241041232 $50.00 $50.00 113-138900-322110-000000 PRFH2O241041232 $30.38 $30.38 113-000000-208820 PRFH2O241041232 $20.25 $20.25 113-000000-208800 PRFH2O241041232 $2,025.00 $2,025.00 113-138900-322110-000000 cvmanager 14222 Kassa ndra.Perkins EXHIBIT - 053 - PAGE 001 � 3rj'7C�i.'XIGA i PRFH2O241041232 1 message Kristen Jasinski <kristen@jasinskibuilders.com> To: diana.perryman@colliercountyfl.gov Diana, Kristen Jasinski <kristen@naplesfioridavacationhomes.com> Sat, Jul 26, 2025 at 2:11 PM The above referenced permit is an after -the -fact permit for a large home at 2225 23rd St SW, where there were significant changes from how the house was permitted to how the house was built, in addition to changes over the course of 25+ years through multiple owners. The permit includes an electrical service upgrade and electric to a new well house. The permit is approved with conditions to provide an electrical sub and plumbing subcontractor. Since there is no new plumbing work taking place, we are having a hard time finding a plumber who is willing to go on this permit. They are either unsure how the inspection process will work and also don't want to potentially be held liable for work they did not do. Since all plumbing related work is "after -the -fact", can the requirement to provide a plumbing subcontractor be waived or can we use my Residential Building Contractors license be used in lieu of the plumbing sub? Finally, can you refer me to someone who can provide some guidance as to how we should prepare the house for rough plumbing inspections. I've asked these questions of Robert Moore and Myron Jacobs but have not received any guidance. Would Paul Philabaum be someone who can tell me how to prepare the house prior or maybe what camera equipment we should have on hand for rough plumbing inspection? Thanks for your any assistance you can provide. Regards, Kristen Jasinski Certified Residential Building Contractor# CRC1333281 If :::�-R- BUILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com EXHIBIT - 054 - PAGE - 001 "'i" -�p1 Kristen Jasinski <kristen@naplesfioridavacationhomes.com> Fwd: PRFH2O241041232 1 message Kristen Jasinski <kristen@jasinskibuilders.com> Mon, Jul 28, 2025 at 8:55 PM To: Robert Moore <Robert.Moore@colliercountyfl.gov>, JacobsMyron<myron.jacobs@colliercountyfl.gov> Cc: Diana Perryman <dianna.perryman@colliercountyfl.gov>, Bradley Holmes<bradley. holmes@colliercountyfl.gov>, Brian Owen<brian.owen@colliercountyfl.gov>, Jeffrey Letourneau <Jeffrey.Letourneau@colliercountyfl.gov> Robert / Myron, Following is a question I posed to Ms. Dianna Perryman with respect to finalizing the issuance of the after -the -fact permit for 2225 23rd Street SW (PRFH20241041232). 1 struggled with mis-spelling Dianna's name and so I am uncertain if this particular email reached you and so I am resending it to you. Assigning an electrician to the permit isn't a problem as a sub is being hired to upgrade service. However, with respect to the plumbing sub, since no new plumbing work is taking place (and the only known prior plumber is now deceased), we are struggling to find a plumbing sub who is comfortable going on record for work they didn't do, despite it being an after - the -fact permit. We have discussed the project with about 12-15 plumbing contractors. All licensed plumbers we have discussed the project with are concerned for potential liability or being penalized for doing unpermitted work which they didn't do. I was involved with another after -the -fact permit where plumbing changes had been made without a permit. No new work was being proposed and so it seems we were not asked to provide a plumbing contractor. As a residential building contractor we still facilitated the rough and final plumbing inspections which were required. #1. Is a plumbing sub really necessary on this permit when all of the plumbing work is in fact after -the -fact? If so, can you direct me to someone who can provide written clarity on whether the plumber who goes on record for this permit will be recognized as being responsible only for any new work which might need to take place? Can written reassure be provided that the new plumber won't be penalized for prior unpermittted work which they did not do? #2 Can you direct me to someone (perhaps the head of plumbing inspections) who can answer questions about how we should prepare the house for plumbing inspections? For example, shall we pull toilets and open the drywall to expose back of any new shower or lavatory plumbing? Can we have a plumber camera the underground lines to confirm path and pitch of underground plumbing? Or should we just call for inspections and wait and see what the assigned inspector says? I look forward to your response. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 If d�l vv Jk BB JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com ---------- Forwarded message --------- From: Kristen Jasinski <kristen@jasinskibuilders.com> EXHIBIT - 055 - PAGE - 001 Date: Mon, Jul 28, 2025 at 2:17 PM Subject: Fwd: PRFH2O241041232 To: Dianna Perryman <dianna.perryman@colliercountyfl.gov> Dianna, Resending the following message as I believe I had your name spelled incorrectly Regards, Kristen Jasinski Certified Residential Building Contractor# CRC1333281 �� BUILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com ---------- Forwarded message --------- From: Kristen Jasinski <kristen@jasinskibuilders.com> Date: Sat, Jul 26, 2025 at 2:11 PM Subject: PRFH2O241041232 To: <diana.perryman@colliercountyfl.gov> Diana, The above referenced permit is an after -the -fact permit for a large home at 2225 23rd St SW, where there were significant changes from how the house was permitted to how the house was built, in addition to changes over the course of 25+ years through multiple owners. The permit includes an electrical service upgrade and electric to a new well house. The permit is approved with conditions to provide an electrical sub and plumbing subcontractor. Since there is no new plumbing work taking place, we are having a hard time finding a plumber who is willing to go on this permit. They are either unsure how the inspection process will work and also don't want to potentially be held liable for work they did not do. Since all plumbing related work is "after -the -fact", can the requirement to provide a plumbing subcontractor be waived or can we use my Residential Building Contractors license be used in lieu of the plumbing sub? Finally, can you refer me to someone who can provide some guidance as to how we should prepare the house for rough plumbing inspections. I've asked these questions of Robert Moore and Myron Jacobs but have not received any guidance. Would Paul Philabaum be someone who can tell me how to prepare the house prior or maybe what camera equipment we should have on hand for rough plumbing inspection? Thanks for your any assistance you can provide. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 d I BUILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 EXHIBIT - 055 - PAGE - 002 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com EXHIBIT - 055 - PAGE - 003 VACRTIOR RE: PRFH2O241041232 1 message Kristen Jasinski <kristen@naplesfloridavacationhomes.com> Paul Philabaum <Paul.Philabaum@colliercountyfl.gov> Tue, Jul 29, 2025 at 9:29 AM To: Robert Moore <Robert.Moore@colliercountyfl.gov>, Kristen Jasinski <kristen@jasinskibuilders.com>, Myron Jacobs <Myron.Jacobs@colliercountyfl.gov> Cc: Dianna Perryman <Dianna.Perryman@colliercountyfl.gov>, Bradley Holmes <Bradley.Holmes@colliercountyfl.gov>, Brian Owen <Brian.Owen@colliercountyfl.gov>, Jeffrey Letourneau <Jeffrey.Letourneau@colliercountyfl.gov> Kristen, Please call and/or email Miranda to schedule a meeting with the Plumbing Chief and the Deputy Building Official to coordinate a path forward to resolve. Miranda.Paredes@colliercountyfl.gov 239-252-2713 Paul Philabaum Chief Building Inspector Building Plan Review & Inspection Office:239-252-2920 2400 N Horseshoe Dr Naples, FL 34104 Paul.Philabaum@colIiercountyfl.gov -t Collier County U@@Do From: Robert Moore<Robert.Moore@colliercountyfl.gov> Sent: Tuesday, July 29, 2025 8:33 AM To: Kristen Jasinski <kristen@jasinskibuilders.com>; Myron Jacobs <Myron.Jacobs@colliercountyfl.gov> Cc: Dianna Perryman <Dianna.Perryman@colliercountyfl.gov>; Bradley Holmes <Bradley.Holmes@colliercountyfl.gov>; Brian Owen <Brian.Owen@colliercountyfl.gov>; Jeffrey Letourneau <Jeffrey. Leto urneau@coil iercountyfl.gov>; Paul Philabaum <Paul.Philabaum@ colliercountyfl.gov> Subject: RE: PRFH2O241041232 I have copied the plumbing chief to assist with your plumbing question. Robert Moore Manager - Plans Review & Inspections Building Plan Review & Inspection Office:239-252-2422 2800 North Horseshoe Drive Naples, FI 34104 Robert. Moore@colliercountyfl.gov Collier Count)( ��00M EXHIBIT - 056 - PAGE - 001 From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Monday, July 28, 2025 8:55 PM To: Robert Moore <Robert.Moo re@colliercountyfl.gov>; Myron Jacobs <Myron.Jacobs@colliercountyfl.gov> Cc: Dianna Perryman <Dianna.Perryman@colliercountyfl.gov>; Bradley Holmes <Bradley.Holmes@colliercountyfl.gov>; Brian Owen <Brian.Owen@colliercountyfl.gov>; Jeffrey Letourneau <Jeffrey.Letourneau@coIlie rcountyfl.gov> Subject: Fwd: PRFH2O241041232 EXTERNAL EMAIL: This email is from an external source, Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Robert / Myron, Following is a question I posed to Ms. Dianna Perryman with respect to finalizing the issuance of the after -the -fact permit for 2225 23rd Street SW (PRFH2O241041232). I struggled with mis-spelling Dianna's name and so I am uncertain if this particular email reached you and so I am resending it to you. Assigning an electrician to the permit isn't a problem as a sub is being hired to upgrade service. However, with respect to the plumbing sub, since no new plumbing work is taking place (and the only known prior plumber is now deceased), we are struggling to find a plumbing sub who is comfortable going on record for work they didn't do, despite it being an after -the -fact permit. We have discussed the project with about 12-15 plumbing contractors. All licensed plumbers we have discussed the project with are concerned for potential liability or being penalized for doing unpermitted work which they didn't do. I was involved with another after -the -fact permit where plumbing changes had been made without a permit. No new work was being proposed and so it seems we were not asked to provide a plumbing contractor. As a residential building contractor we still facilitated the rough and final plumbing inspections which were required. #1. Is a plumbing sub really necessary on this permit when all of the plumbing work is in fact after -the -fact? If so, can you direct me to someone who can provide written clarity on whether the plumber who goes on record for this permit will be recognized as being responsible only for any new work which might need to take place? Can written reassure be provided that the new plumber won't be penalized for prior unpermittted work which they did not do? #2 Can you direct me to someone (perhaps the head of plumbing inspections) who can answer questions about how we should prepare the house for plumbing inspections? For example, shall we pull toilets and open the drywall to expose back of any new shower or lavatory plumbing? Can we have a plumber camera the underground lines to confirm path and pitch of underground plumbing? Or should we just call for inspections and wait and see what the assigned inspector says? I look forward to your response. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 dalst LDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 EXHIBIT - 056 - PAGE - 002 Kristen@JasinskiBuilders.com ---------- Forwarded message --------- From: Kristen Jasinski <kristen@jasinskibuilders.com> Date: Mon, Jul 28, 2025 at 2:17 PM Subject: Fwd: PRFH2O241041232 To: Dianna Perryman <dianna.perryman@colliercountyfl.gov> Dianna, Resending the following message as I believe I had your name spelled incorrectly. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 B�JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com ---------- Forwarded message --------- From: Kristen Jasinski <kristen@jasinski builders. com> Date: Sat, Jul 26, 2025 at 2:11 PM Subject: PRFH2O241041232 To: <diana.perryman@colliercountyfl.gov> Diana, The above referenced permit is an after -the -fact permit for a large home at 2225 23rd St SW, where there were significant changes from how the house was permitted to how the house was built, in addition to changes over the course of 25+ years through multiple owners. The permit includes an electrical service upgrade and electric to a new well house. The permit is approved with conditions to provide an electrical sub and plumbing subcontractor. Since there is no new plumbing work taking place, we are having a hard time finding a plumber who is willing to go on this permit. ~ They are either unsure how the inspection process will work and also don't want to potentially be held liable for work they did not do. Since all plumbing related work is "after -the -fact", can the requirement to provide a plumbing subcontractor be waived or can we use my Residential EXHIBIT - 056 - PAGE - 003 Building Contractors license be used in lieu of the plumbing sub? Finally, can you refer me to someone who can provide some guidance as to how we should prepare the house for rough plumbing inspections. I've asked these questions of Robert Moore and Myron Jacobs but have not received any guidance. Would Paul Philabaum be someone who can tell me how to prepare the house prior or maybe what camera equipment we should have on hand for rough plumbing inspection? Thanks for your any assistance you can provide. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 , BUILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. EXHIBIT - 056 - PAGE - 004 AW"� Kristen Jasinski <kristen@naplesfloridavacation horn es.com> ��6 Re: PRFH2O241041232 1 message Kristen Jasinski <kristen@jasinskibuilders.com> Tue, Jul 29, 2025 at 2:49 PM To: Miranda Paredes <Miranda.Paredes@colliercountyfl.gov> Cc: Robert Moore <Robert.Moore@colliercountyfl.gov>, Bradley Holmes <Bradley.Holmes@colliercountyfl.gov>, Brian Owen <Brian.Owen@colliercountyfl.gov>, Jeffrey Letourneau <Jeffrey.Letoumeau@colliercountyfl.gov>, Paul Philabaum <Paul.Phi labaum@colIiercountyfl.gov> Miranda, Thank you for making these arrangements. Let's go with 1 pm on Thursday 7/31. Who shall I ask for when I come to the front desk? Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 B JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Tue, Jul 29, 2025 at 2:19 PM Miranda Paredes <Miranda.Paredes@col lie rcountyfl.gov> wrote: Good afternoon Kristen, Please see available dates below. 7/31/25- 1 pm or 2pm 8/4/25- 1 pm or 2pm 8/5/25- 10am, 11 am, 1 pm or 2pm. Please let me know which date and time works best for you. Miranda Paredes Operations Support Specialist I Building Plan Review & Inspection Office:239-252-2713 2800 Horseshoe Drive North Naples, Florida 34104 Miranda. Paredes@colliercountyfl.gov I — it Collier County 00000 EXHIBIT - 057 - PAGE - 001 .11 1, Kristen Jasinski <kristen@naplesfloridavacationhomes.com> iil;tC1t47G AR, Re: PRFH2O241041232 1 message Kristen Jasinski <kristen@jasinskibuilders.com> Tue, Jul 29, 2025 at 2:49 PM To: Miranda Paredes <Miranda.Paredes@colliercountyfl.gov> Cc: Robert Moore <Robert.Moore@colliercountyfl.gov>, Bradley Holmes <Bradley.Holmes@colliercountyfl.gov>, Brian Owen <Brian.Owen@colliercountyfl.gov>, Jeffrey Letourneau <Jeffrey. Letourneau@colliercountyfl. gov>, Paul Philabaum <Paul,Philabaum@colliercountyfl.gov> Miranda, Thank you for making these arrangements. Let's go with 1 pm on Thursday 7/31. Who shall I ask for when I come to the front desk? Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 B JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Tue, Jul 29, 2025 at 2:19 PM Miranda Paredes <Miranda.Paredes@colliercountyfl.gov> wrote: Good afternoon Kristen, Please see available dates below. 7/31/25- 1pm or 2pm 8/4/25- 1 pm or 2pm 8/5/25- 10am, 11 am, 1 pm or 2pm. Please let me know which date and time works best for you. Miranda Paredes Operations Support Specialist I Building Plan Review & Inspection Office:239-252-2713 2800 Horseshoe Drive North Naples, Florida 34104 Miranda.Paredes@colliercountyfl.gov I'- - —�.�/ Collier County [Is0am EXHIBIT -058- PAGE -001 VAPAVOR 2225 23rd Street SW 1 message Kristen Jasinski <kristen@jasinskibuilders.com> To: Justin <info@lbengineering.com> Justin, Kristen Jasinski <kristen@naplesfloridavacationhomes.com> Thu, Jul 31, 2025 at 2:42 PM Thank you for taking my call this afternoon regarding an after -the -fact permit in Collier County at 2225 23rd Street SW. Permit No. PRFH2O241041232 Attached are the plans which have been approved. Again, the electrical service upgrade is new - all other work is after - the -fact. Robert Moore Wor Myron Jacobs say they will want to meet with you in advance to make sure they are comfortable with you doing the inspections. If you are more comfortable seeing the property in advance I will be glad to show you. The permit is ready for issuance. I've also included a list of inspections they say they will require. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 45 ::r-� � BUILDERS `J Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com 3 attachments 2225 Final Electrical Plans ESEAL_4970.03.03 2225 23RD ST. SW._06-03-25.pdf 1552K .,� 2225 Final Building Plans House 23rd St - 5-27-25 Rev 3.pdf 4029K .�� 2225 List of Inspections Main House.pdf 314K EXHIBIT -059- PAGE -001 1pRi1 j I — Kristen Jasinski <kristen@napiesfioridavacationhomes.com> Automatic reply: Request for assistance with scheduling inspections for 2225 23rd Street SW Accessory Structure 1 message Fred Clum <Fred.Clum@colliercountyfl.gov> To: Kristen Jasinski <kristen@jasinskibuilders.com> Thu, Jul 31, 2025 at 12:34 PM Thank you for contacting me, I am out of office 7/31/2025. Although my emails are monitored on a regular basis, please consider contacting the following points of contact for a response: Deputy Building Official doug.sposito@colliercountyfl.gov or 239-252-2599 Structural Chief myron.jacobs@colliercountyfl.gov or 239-252-2427 Plumbing Chief troy,komarowski@colliercountyfl.gov or 239-252-2474 Mechancial Chief wayne.hendrickx@colliercountyfl.gov or 239-252-2943 Electrical Chief gregory.hamm@colliercoyntyfl.gov or 239-252-2415 To request a TCO , email TCORequest@colliercountyfl.gov Building Plan Review & Inspection Division Buildingadmin@colliercountyfl.gov Main Number 239-252-2400 Thank you, Frederic B. Clum Chief Building Official Building Plans and Inspections Division Growth Management Department 2800 North Horseshoe Drive Naples FL. 34104 239-252-4232 www.colliergov.net<http://www.colliergov.net> Fred Clum Chief Building Official Building Plan Review & Inspection Office: 239-252-4232 <tel:239-252-4232> 2088 N. Horseshoe Dr. Naples, Florida 34104 Fred. CIum@colliercountyfl.gov<mailto: Fred.CIum@colliercountyfl.gov> <https://www.colliercountyfl.gov/>[cid:CountyLogo-FullColor_948165c4-9665-41 b4-9162-fbbl6abff557.png]<https:/ /www.colliercountyfl.gov/> <https://www.facebook.com/CollierGov>[cid: Facebook_0522f546-5e75-4698-95f9-fl 5590a3defe.png]<https://www. facebook.com/CollierGov> [cid:lnstagram_a8da4774-4b5b-4adl-8d23-20e69b3b605d.png] <https://www.instagram.com/ colliercountyfl> <https://www.instagram.com/colliercountyfl> [cid:X-Twitter_8d678efc-bdl4-44ce-97cf-7fbab1003b00.png] <https://twitter.com/CollierGov> <https://twitter.com/CollierGov> <https://twitter.com/CollierGov> [cid:Youtube_0078f7fl- 7789-4afd-a015-50689felf99b.png] <https://www.youtube.com/channel/UC8SjMQsoyl84ZEmFc-PWIpw> EXHIBIT - 060 - PAGE - 001 <https://www.youtube.com/channel/UC8SjMQsoyl84ZEmFc-PWIpw> [cid:3111conforSignature_87c558eb-83f5-449b- 87cl-3cc5ac8b0859.png] <https://colliercountyfl.gscend.com/311/> Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. 6 attachments -C CountyLogo-FullColor_948165c4-9665-41b4-9162-fbbl6abff557.png Coiner COU11t 8K Facebook_0522f546-5e75-4698-95f9-f15590a3defe.png 3K 3K tag ram_a8da4774-4b5b-4ad1-8d23-20e69b3b605d.png 3K 3 Twitter_8d678efc-bdl4-44ce-97cf-7fbab1003b00.png 3K Youtube_0078f7f1-7789-4afd-a015-50689fel f99b.png 3K 3111conforSignature_87c558eb-83f5-449b-87cl-3cc5ac8bO859.png 3K EXHIBIT - 060 - PAGE - 002 l":,, I.r 1fAC1�9Ii?A Fwd: Permit Issuance 1 message Kristen Jasinski <kristen@naplesfioridavacationhomes.com> Kristen Jasinski <kristen@jasinskibuilders.com> Fri, Aug 1, 2025 at 2:56 PM To: Bradley Holmes<bradley. holmes@colliercountyfl.gov>, Brian Owen<brian.owen@colliercountyfl.gov> Bradley / Brian, Please be advised that the after -the -fact permit was finally issued. With respect to the Permit Hold for Final Type Add ATF Fees, during the break from the Code Enforcement Hearings I did the following: 1. 1 went to the permit resolutions desk. The girl directed me to the front desk. 2. 1 went to the front desk and spoke with 2 people with another more senior person observing from behind. I was told that the permit would be issued automatically when they see the fee was paid. After finishing at the Code Enforcement Hearing, I went to the Plan Review / Permitting Desk. I registered for service. 3. 1 asked the lady and she looked into it. Then she sought help from her supervisor in the back for help. I waited. 4. Meanwhile Tom Messer came out to help someone else. He recognized me and said he had to go to Renald Paul to get the hold to be removed. He went and did that and came back to confirm Renald removed the hold. 5. 1 let the gal from 43 above know that Renald Paul should have removed the hold. Then she started making issue about my license showing as invalid. 6. 1 pulled the lady who I dealt with the day before from Contractor Licensing and had her come over to tell her that she and her supervisor fixed that glitch in the system yesterday. 7. 1 waited some more, insisting that I promised Code Enforcement that we would get the permit issued today. 8. The complacent gal was like 24-48 hours. In insisted that it must get issued today. She went back and spoke to her supervisor. Came back and said it would be issued in 15-20 minutes. This has been the story really since end of June me spending hours every day trying to clear this, overcome that glitch in the system, trying to get questions answered, etc. etc. You are lucky when you run into someone who actually knows what they are doing and can resolve these glitches which hold the whole process up. Oh and if you need to get anything done, you have to actually go to the office and sit and wait - most employees don't return voice mails. Many don't respond to emails. Things don't move through the portal unless you are actively trying to find someone who can resolve things. Meanwhile - two other job which I manage are delayed by me being in Code Enforcement hearings all day because I couldn't be there present for inspections, not to the mention the hours of prep to try and demonstrate that I have in fact been working the system hard. Robert Moore and Myron Jacobs have been the constant bottlenecks and detorants to progress with so many unanswered emails, so many delays in getting a meeting, wasted time in unproductive meetings, etc. Just yesterday, I finally had another meeting. I was reprimanded for not being there with Derek Cronin, even though Derek hasn't been hired to do the engineering letters. They insist they shared information in February meeting which they did not share - they just interrogated me and talked around me like I didn't matter and spent all of their time talking "shop" with Derek about things which are going on in the engineering world, or what's happening with jobs in Miami, etc. Yesterday's meeting was supposed to be with The Chief Plumbing Inspector, Phil Philabaum and Deputy Building Official, Doug Sposito. Doug didn't show up. Robert Moore and Myron Jacobs appeared instead and continued with the same condensating interrogating arguments which they made back in February - bringing up things which were resolved long ago. More running in circles. Feel free to share this with the head of Collier County Code Enforcement who we spoke with in the hallway after I finished my hearing. I'm sorry, but what is his name? Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 EXHIBIT - 061 - PAGE - 001 PRFH2O24104123201 COLLIER COUNTY \.. BOARD OF COUNTY COMMISSIONERS PERMIT PERMIT #: PRFH2O24104123201 PERMIT TYPE: Building DATE ISSUED: August 01, 2025 BUILDING CODF_. IN EFFECT: FBC 8th Edition 2023 w/ 2024 sup I JOB ADDRESS: 2225 23rd ST SW, Naples FOLIO #: JOB DESCRIPTION* After -the -fact permit for variences between how building was permitted in 1998/1999, and incorporates various modifications made over the years under the same roof (no additions), (separate permit:demolish unpermitted well house, relocation of well house to new location) and construction of, upgrade electrical service. (ref. PRAC20241042897/PRDM20241042895 CESD20240001061,CESD20240001058) 2225 23rd ST SW, Naples OWNER INFORMATION: BUOYANCY LLC 2805 HORSESHOE DR S UNIT 10 NAPLES, FL 34104 AREA OF WORK (SOFT): 6888 SETBACKS: FRONT: 75' ROW REAR: 75' LEFT: 30 RIGHT: 30 FLOOD ZONE: AH �..- SEWER: Sewer WATER: Existing CONTRACTOR INFORMATION CERTIFICATE #: JASINSKI BUILDERS, LLC LCC20220001360 2805 HORESHOE DRIVE S, #10 NAPLES, FL 34104 (239)231-1166 EXHIBIT - 062 - PAGE - 001 INSPECTION JOB CARD To schedule inspections call 239-252-3726 or visit https://cvportal.colliercountyfl.gov/cityviewweb PRFH2O24104123201 SETBACKS: FRONT: 75' ROW REAR: 75' LEFT: 30 RIGHT: 30 SPECIAL: FLOOD ZONE: FZAH INSPECTION OUTCOME COMMENTS 103 - Floating Slab 107 - Truss/Sheathing/Bucks 109 - Insulation 119 - Fill Cells 136 - Impact Glass 141- Interior Slab Infill 151 - Shearwall/Nailing 152 - Shearwall/Water Barrier 153 - Shearwall/Stucco Lath 171 - Remodel Res Framing All rough trade inspections must be passed prior to scheduling. 172 - Remodel Res Building Final 200 - Plumbing Underground 213 - Remodel Res Plumbing Rough 214 - Remodel Res Plumbing Final 309 - Remodel Res A/C Rough 310 - Remodel Res A/C Final 503 - Service Change 508 - TV/Telephone Rough 509 - TV/Telephone Final 521- Remodel Res Electrical Rough 522 - Remodel Res Electrical Final OPEN CONDITIONS Condition Type: Condition Description: EXHIBIT - 062 - PAGE - 002 t PRFH2O24104123201 Use the form located at Informational https://www.colliercountyfl.gov/home/showdocument?id=105797&t=638403984984558370torequest Permit extensions, cancellations, and changes/withdrawals of Contractors, Subcontractors and Qualifiers. Instructions are provided with the form. Right -of -Way (ROW) and Well permits may only use this process for cancellations. Change/withdrawal of contractor does not apply to self -issued permits. Contact Building Permit Resolution Services at 239-252-2493 for assistance completing the form. Submit the form by clicking the Browse button below. CO Hold > Elevation Certificate Flood zone: AH; BFE: 12' NAVD; Scope: ATF interior remodel of main structure (CESD20240001061); SI analysis: 1.47%. Covered porch converted to Bath is matching existing house FIFE (A-10). FCEC to verify matching existing. Informational Energy Calculation Summary Sheet will be uploadable after the PASS of the 109 insulation inspection. Inspection Hold Sub Contractor (Electrical) Upload to the condition on portal. Inspection Hold Sub Contractor (Plumbing) Upload to the condition on portal. NOTE: If you are unable to schedule your inspection, please contact the inspection desk at 252-2400. NOISE ORDINANCE: Collier County Codes of Laws and Ordinances 54-92(f) Construction Sound. NOISE LIMITATIONS are in effect at all times. Work permitted, RESIDENTIAL Areas — 6:30 AM to 7:00 PM Monday thru Saturday; NON-RESIDENTIAL Areas (more than 500 feet from Residential Area) 6:OOAM to 8:OOPM Monday thru Saturday. No Work on Sundays or Holidays. RADIOS, LOUDSPEAKERS, ETC. — Must not disturb peace, quiet and comfort of neighboring inhabitants. FREE CABLE LOCATIONS — Call 48 Hours prior to digging/FPL 434-1222/UTS 1-800-542-0088/PalmerCATV 783-0638 and all other applicable utilities. Per currently adopted building code ordinance, as it may be amended, all work must comply with all applicable laws, codes, ordinances, and any additional stipulations or conditions of this permit. This permit expires if work authorized by the permit is not commenced within six (6) months from the date of issuance of the permit. Additional fees for failing to obtain permits prior to the commencement of construction may be imposed. Permittee(s) further understands that any contractor that may be employed must be a licensed contractor and that the structure must not be used or occupied until a Certificate of Occupancy is issued. NOTICE: PRIOR TO THE REMOVAL OF ASBESTOS PRODUCTS OR THE DEMOLITION OF A STRUCTURE, FEDERAL AND STATE LAWS REQUIRE THE PERMITTEE (EITHER THE OWNER OR CONTRACTOR) TO SUBMIT A NOTICE OF THE INTENDED WORK TO THE STATE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). FOR MORE INFORMATION, CONTACT DEP AT (239) 344-5600. NOTICE: In addition to the conditions of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. EXHIBIT - 062 - PAGE - 003 Approval of Construction Documents ,,, Building Plan Review & inspection c°u�y 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Build"' REVIEWED FOR CODE Residential Permits COMPLIANCE These electronic documents have been reviewed for Code Compliance by the Building Plan Review & Inspection Division of the Collier County Growth Management Department. The documents are available for download from the GMD Public Portal. These specific documents, listed as "Approved Plans (PR)" on the Portal, must be available for Inspectors to review on the job site in either electronic or paper form as the approved version in accordance with the Florida Building Code Section 107.3.1. Other supporting documents may be required on site as needed to meet code requirements. Permit Number: PRFH2O24104123201 Job Site Address: 2225 23rd ST SW, Naples Permit Description: After -the -fact permit for variences between how building was permitted in 1998/1999, and incorporates various modifications made over the years under the same roof (no additions), (separate permit:demolish unpermitted well house, relocation of well house to new location) and construction of, upgrade electrical service. (ref. PRAC20241042897/PRDM20241042895 CESD20240001061,CESD20240001058) 2225 23rd ST SW, Naples Permit Issuance Date: 08/01/2025 Document List: Portal File Type Portal File Name 1. Approved Plans (PR) Product Index Sheet (NOA Index Sheet 2225 23rd St SW - Prepared (Received).pdf) 2. Approved Plans (PR) Site Planning Document (2225 23rd Street SW Survey for Permit application 101324 - Update Boundary Survey - Prepared (Received).pdf) 3. Approved Plans (PR) Corrections Response Letter (Correction Response Letter PRFH2O241041232 042425 - Prepared (Received).pdf) 4. Approved Plans (PR) sub3 Specialty Engineering and Specification Sheets (Copy of Clay tile roof NOA for 2225.pdf) 5. Approved Plans (PR) sub3 Specialty Engineering and Specification Sheets (Copy of ESR-4054 - Sentry Building Innovations Roof Underlayment 5pg.pdf) 6. Approved Plans (PR) sub3 Specialty Engineering and Specification Sheets (Copy of Roofnado Underlayment new NOA received mid-Dec24.pdf) EXHIBIT - 062 - PAGE - 004 Approval of Construction Documents Building Plan Review & Inspection 2800 N. Horseshoe Dr, Naples, FL 34104 239-252-2400 Residential Permits C;O*e,r c_ o14Hty Build It! REVIEWED FORCODE COMPLIANCE 7. Approved Plans (PR) sub3 Specialty Engineering and Specification Sheets (14095_2 Eval Report SCE 25-03009 - 14095_2 Calcs_xlsx.pdf) 8. Approved Plans (PR) sub3 Specialty Engineering and Specification Sheets (14095 2 C_Vault _ Groups _ Certification_Vinyl_Premium Atlantic Vinyl_Single- Hung_D008729 - Premium Atlantic Vinyl Single Hung Impact Cer.pdf) 9. Approved Plans (PR) sub3 Specialty Engineering and Specification Sheets (AAMA 14095_2.pdf) 10. Approved Plans (PR) sub3 Specialty Engineering and Specification Sheets (FL14095_01_R13_AE_SCE 25-03008 - 14095_1 Calcs DSS.pdf) 11. Approved Plans (PR) sub3 Specialty Engineering and Specification Sheets (AAMA Certification 14095_1. pdf) 12. Approved Plans (PR) sub3 Specialty Engineering and Specification Sheets (FL14095 01_R13 11 D008729 (14095_1) - Premium Atlantic Vinyl Single Hung Tilt -Impact 36x72 DP65-70 FBC Installs_2-12-25 DSS.pdf) 13. Approved Plans (PR) sub3 Construction Plans (Copy of 2225 23rd St - 5-27-25 Rev 3.pdf) 14. Approved Plans (PR) sub3 Product Index Sheet (Updated NOA Index Sheet 052725.pdf) 15. Approved Plans (PR) sub3 AC Energy and Load Calculations (2225 23rd Street SW E-Calcs (signed).pdf) 16. Approved Plans (PR) Construction Plans (ESEAL_4970.03.03 2225 23RD ST. SW._06-03-25.pdf) EXHIBIT - 062 - PAGE - 005 Original date for hearing L !-40:a& 1� imposition of fines/liens EXHIBIT - 063 - PAGE - 001 Subject: 2225 23rd Street SW To: Justin <info@lbengineering.com> Justin, Thank you for taking my call this afternoon regarding an after -the -fact permit in Collier County at 2225 23rd Street SW. Permit No. PRFH2O241041232 Attached are the plans which have been approved. Again, the electrical service upgrade is new - all other work is after -the -fact. Robert Moore Wor Myron Jacobs say they will want to meet with you in advance to make sure they are comfortable with you doing the inspections. If you are more comfortable seeing the property in advance I will be glad to show you. The permit is ready for issuance. I've also included a list of inspections they say they will require. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com EXHIBIT - 064 - PAGE - 001 Just a quick heads -up, we don't do any pre -inspections before there's a signed agreement in place. We'd love to help though. If it's helpful, we can either host Robert Moore and/or Myron Jacob at our Fort Myers office, or we can add a meet -and -greet site visit to the proposal at our standard inspection rate. Totally up to you. Just let us know what works best. @Justin Spring will get back to you tomorrow with an official proposal so we can get the ball rolling. Looking forward to hopefully working together soon. DS Denny Sprenkels Partner 2026 Henley Place Fort Myers, FL 33901 M: 404.731.8499 www.lbengineer.com www.rrengineeringfl.com From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Monday, August 4, 2025 1:53 PM To: Justin Spring <justin@lbengineer.com>; LB Engineering <info@lbengineer.com> Subject: Fwd: 2225 23rd Street SW Hi Justin, Resending email about after the fact engineer affidavit letters. Hope to hear from you soon. Regards, Kristen Jasinski Certified Residential Building Contractor# CRC1333281 Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com ---------- Forwarded message -------- From: Kristen Jasinski <kristen@jasinskibuilders.com> Date: Thu, Jul 31, 2025 at 2:42 PM EXHIBIT - 065 - PAGE - 001 VACATION Re: Fw: 2225 23rd Street SW 1 message Kristen Jasinski <kristen@napiesfloridavacationhomes.com> Justin Spring <justin@lbengineer.com> Wed, Aug 6, 2025 at 6:44 PM To: Kristen Jasinski <kristen@jasinskibuilders.com> Cc: Denny Sprenkels <denny@lbengineer.com>, William Waichulis <billy@lbengineer.com>, Eric Liddle <ericl@lbengineer.com>, Daireny Hernandez <dee@lbengineer.com>, Shelby Santos <shelby@Ibengineer.com>, Brittany Stone <brittany@lbengineer.com> Hi Kristen, Thank you for the detailed email addressing your concerns, and honestly, we share similar concerns. We do ATF inspections and Engineers Affidavits pretty regularly, but this one is definitely a bit more involved. Eric Liddle is our qualifying PE on record with Collier County and ultimately the full liability of this will fall on him. I will follow up with Eric tomorrow morning and talk through this with him. Providing license and insurance details should not be a problem as that is standard for most projects, but I just want to get Erics approval prior to sending out his information. We would like to help you out and I think we can all work together to make this happen fairly easily, but as you mentioned this is uncharted territory, and we dont want to create more of a mess for you or our firm. We appreciate you thoroughly working through this with us and I will get back to you tomorrow with more clarity from our side. Thank you. Regards, Justin Spring Project Manager 2026 Henley Place Fort Myers, FL 33901 0: 239-936-7557 ext 109 M : 239-272-0845 www.lbengineer.com www.rrengineeringfl.com From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Wednesday, August 6, 2025 3:15 PM To: Justin Spring <justin@lbengineer.com> Cc: Denny Sprenkels <denny@lbengineer.com>; William Waichulis <billy@lbengineer.com>; Eric Liddle <ericl@lbengineer.com>; Daireny Hernandez <dee@lbengineer.com>; Shelby Santos <shelby@lbengineer.com>; Brittany Stone <brittany@lbengineer.com> Subject: Re: Fw: 2225 23rd Street SW Hi Justin, Talking out loud here.... Because this is an After -The -Fact Permit, Collier building officials are looking for a Licensed Professional Engineer to Issue Affidavit Letters to clear all inspection items. Who is your Engineer (or in the contractor's world we would call them a Qualifier) who will be doing this? Can I have proof of his / her license as well as a certificate of insurance? I happened to look up William Waichulis' name on the DBPR website and it indicates he is just an Intern. Sorry but I too am in uncharted territory and I just want to be sure we are hiring the right firm/party who can satisfy the needs and wants of the County. Because this is after -the -fact permit, they have indicated the scope is beyond just being EXHIBIT - 066 - PAGE - 001 a private provider, and rather of a professional engineer. They would accept Derek Cronin stepping into this role (except I don't care to work with him) and Derek is a "Professional Engineer". I'm looking to establish a new relationship with a new company who can fill the role of both Professional Engineer in cases where we might do After -the -Fact or Permit by Affidavit projects as well as Private Provider to make my life easier by not having to deal with the County's archaic system. I believe your firm can do both but the contract you provided seems a little boiler plate and doesn't seem to specify much about the Affidavit letters from an Licensed Professional Engineer. Sorry if it seems I might be making this harder than it is. Just unfamiliar with this new territory. Also suffering from a little distrust from County officials. They've done a great job blowing things way out of proportion and yet dropping the ball in so many other ways. The project itself though was very well done .... and I'm confident your professionals will quickly be comfortable with the conditions they see. Anyone is welcome to call me on my cell at 847-902-9133 to clear up some uncertainty here. By the way - here's a link to photos of the house itself. https://www.naplesfioridavacationhomes.com/vacation-rentals/rental/knickerbocker-estate/ Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 ®" BB ILDERS � Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com �— On Wed, Aug 6, 2025 at 2:03 PM Justin Spring <justin@lbengineer.com> wrote: Hi Kristen, Thank you for your response. No, we have never had to meet with building officials in order to complete inspections, this is new to us. Our company is registered with CC Contractor Licensing as a Private Provider company and that is all we have needed to complete inspections on previous jobs. Inn not sure what specific equipment may be needed, but we do not have our own x-ray equipment or any other instruments to view inside of walls, etc. If special equipment is required, rental costs would be additional to the proposal price. Regards, Justin Spring Project Manager 2026 Henley Place Fort Myers, FL 33901 0: 239-936-7557 ext 109 M : 239-272-0845 www.lbengineer.com www.rrengineeringfl.com From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Wednesday, August 6, 2025 11:27 AM To: Justin Spring <justin@lbengineer.com> Cc: Denny Sprenkels <denny@lbengineer.com>; William Waichulis <billy@lbengineer.com>; Eric Liddle <ericl@Ibengineer.com>; Daireny Hernandez <dee@lbengineer.com>; Shelby Santos EXHIBIT - 066 - PAGE - 002 pACRi'IiTN ......... ............. Re: Fw: 2225 23rd Street SW 1 message Kristen Jasinski <kristen@naplesfloridavacationhomes.com> Kristen Jasinski <kristen@jasinskibuilders.com> Wed, Aug 6, 2025 at 6:15 PM To: Justin Spring <justin@lbengineer.com> Cc: Denny Sprenkels <denny@lbengineer.com>, William Waichulis <billy@lbengineer.com>, Eric Liddle <ericl@lbengineer.com>, Daireny Hernandez <dee@lbengineer.com>, Shelby Santos <shelby@lbengineer.com>, Brittany Stone <brittany@Ibengineer.com> Hi Justin, Talking out loud here.... Because this is an After -The -Fact Permit, Collier building officials are looking for a Licensed Professional Engineer to Issue Affidavit Letters to clear all inspection items. Who is your Engineer (or in the contractor's world we would call them a Qualifier) who will be doing this? Can I have proof of his / her license as well as a certificate of insurance? I happened to look up William Waichulis' name on the DBPR website and it indicates he is just an Intern. Sorry but I too am in uncharted territory and I just want to be sure we are hiring the right firm/party who can satisfy the needs and wants of the County. Because this is after -the -fact permit, they have indicated the scope is beyond just being a private provider, and rather of a professional engineer. They would accept Derek Cronin stepping into this role (except I don't care to work with him) and Derek is a "Professional Engineer". I'm looking to establish a new relationship with a new company who can fill the role of both Professional Engineer in cases where we might do After -the -Fact or Permit by Affidavit projects as well as Private Provider to make my life easier by not having to deal with the County's archaic system. I believe your firm can do both but the contract you provided seems a little boiler plate and doesn't seem to specify much about the Affidavit letters from an Licensed Professional Engineer. ~ Sorry if it seems I might be making this harder than it is. Just unfamiliar with this new territory. Also suffering from a little distrust from County officials. They've done a great job blowing things way out of proportion and yet dropping the ball in so many other ways. The project itself though was very well done .... and I'm confident your professionals will quickly be comfortable with the conditions they see. Anyone is welcome to call me on my cell at 847-902-9133 to clear up some uncertainty here. By the way - here's a link to photos of the house itself. https://www.napiesfloridavacationhomes.com/vacation-rentals/rental/knickerbocker-estate/ Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 B11LDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Wed, Aug 6, 2025 at 2:03 PM Justin Spring <justin@lbengineer.com> wrote: Hi Kristen, Thank you for your response. No, we have never had to meet with building officials in order to complete inspections, this is new to us. Our company is registered with CC Contractor Licensing as a Private Provider company and that is all we have needed to complete inspections on previous jobs. Im not sure what specific equipment may be needed, but we do EXHIBIT - 067 - PAGE - 001 <shelby@lbengineer.com>; Brittany Stone <brittany@lbengineer.com> Subject: Re: Fw: 2225 23rd Street SW �. Thanks for your proposal. Out of curiosity how much extra is that meeting costing with the county? Do they know your firm? Have you been asked to meet with Robert Moore Wor Myron Jacobs or some other more senior level person to get approved? Seems a little odd to me. Wondering if they make you do that on other projects in Collier. Yes I am favoring working with you guys. Also for confirmation - this includes any instruments you might need to use to determine if work not visible to the eye seems sound and reasonable, correct? Also, this will clear all inspections, correct? Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 B1.11LDER5 Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Wed, Aug 6, 2025 at 9:01 AM Justin Spring <justin@lbengineer.com> wrote: Good Morning Kristen, Please find attached our proposal for the ATF inspections and permit closeout including a meeting with Collier building officials. Please review and let us know if you have any questions. Thank you. Regards, Justin Spring Project Manager 2026 Henley Place Fort Myers, FL 33901 0: 239-936-7557 ext 109 M : 239-272-0845 www.lbenaineer.com www.rrengineeringfl.com From: Denny Sprenkels <denny@lbengineer.com> Sent: Monday, August 4, 2025 9:34 PM To: Kristen Jasinski <kristen@jasinskibuilders.com> Cc: William Waichulis <billy@lbengineer.com>; Justin Spring <justin@lbengineer.com>; Eric Liddle <ericl@lbengineer.com>; Daireny Hernandez <dee@lbengineer.com>; Shelby Santos <shelby@lbengineer.com> Subject: Re: Fw: 2225 23rd Street SW Thanks for your rapid response here, Kristen. EXHIBIT - 067 - PAGE - 002 %'A...... I, Kristen Jasinski <kristen@napiesfioridavacationhomes.com> CAVATF Permit - Inspections & Engineers Affidavits - 2225 23rd Street SW - PRFH2O241041232 1 message Kristen Jasinski <kristen@jasinskibuilders.com> Thu, Aug 7, 2025 at 5:37 PM To: Miranda Paredes <Miranda.Paredes@colliercountyfl.gov> Cc: Robert Moore <Robert,Moore@colliercountyfl.gov>, JacobsMyron<myron.jacobs@colliercountyfl.gov>, Paul Philabaum <paul.philabaum@colliercountyfl.gov>, Eric Liddle <ericl@lbengineer.com> Hello Miranda, This is to follow up with a recent meeting I had on July 31 st to discuss inspections and engineering affidavits for the above referenced project. We would like to use LB Engineering out of Fort Myers for the Inspections and Engineering Affidavits at the above referenced project. Mr. Eric Liddle is their Qualifying Professional Engineer and is licensed with Collier County. Miranda, can you assist with arranging a virtual / video meeting sometime on Monday, Tuesday or Wednesday next week for Eric Liddle and myself to meet with them. Thank you for your assistance. We look forward to getting Eric Liddle and his firm approved for the project so that we can promptly move forward with inspections. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 IILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com EXHIBIT - 068 - PAGE - 001 pfJGJ[!fJOAWOM Kristen Jasinski <Kristen@napiesfloridavacationhomes.com> Fwd: ATF Permit - Inspections & Engineers Affidavits - 2225 23rd Street SW - PRFH20241041232 1 message Kristen Jasinski <kristen@jasinskibuilders.com> Fri, Aug 8, 2025 at 4:54 PM To: Eric Liddle <ericl@lbengineer.com> Eric, Unfortunately they only do in person meetings. Which time is best for you on Wednesday - 9:00, 9:30 or 11:00am? Please confirm. Regards, Kristen Jasinski Certified Residential Building Contractor# CRC1333281 -BUILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com ---------- Forwarded message --------- From: Miranda Paredes <Miranda.Paredes@colliercountyfl.gov> Date: Fri, Aug 8, 2025 at 4:46 PM Subject: RE: ATF Permit - Inspections & Engineers Affidavits - 2225 23rd Street SW - PRFH2O241041232 To: Kristen Jasinski <kristen@jasinskibuilders.com> Cc: Robert Moore <Robert.Moore@colliercountyfl.gov>, Myron Jacobs <Myron.Jacobs@colliercountyfl.gov>, Paul Philabaum <Paul.Philabaum@ coliiercountyfl.gov>, Eric Liddle <ericl@lbengineer.com> Kristen, At this time we are scheduling these meetings every Wednesday. Next Wednesday August 13th we can schedule at gam, 9:30am, or 11 am. Please let me know which time works best for you and your team. Miranda Paredes Operations Support Specialist I Building Plan Review & Inspection Office:239-252-2713 2800 Horseshoe Drive North Naples, Florida 34104 Miranda.Paredes@colliercountyfl.gov L From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Friday, August 8, 2025 1:00 PM -t Col ] ier Cou my U@@CIE EXHIBIT - 069 - PAGE - 001 „ ,t ,k PO No.: 4976-LD-928969D .® On Time • Within 3 days of project deliverable Account Details Account No. 722751G_USS1_10_10 Account CED / ELECTRICAL WHOLESALERS INC Address CED / ELECTRICAL WHOLESALERS INC, 4316 CORPORATE SQUARE BLVD, , NAPLES, Florida, 34104, United States Sales Org. ABB IS United States - USS1 Sales Distribution As on Date 08/29/2025 Late • Closed Late Order No.: 0154006711 Job Name: 23RD STREET PO No.: 4976-LD-928969D Ship Method: Ground Ship To: GOLDEN GATE ELECTRIC, 4316 CORPORATE SQUARE, , , NAPLES, FL, US, 34104 Freight Responsibility: ALLOW Handling Fee: 0.00 Line: 1A (10) Description: PPXT FA INT-C Qty.: 1 Catalog No.: PPXT FA INT-C Scheduled Ship Date: 10f31/2025 ® Alternate Catalog No.: Ship Location: US15-ABB ELDS RetumlCancel Flag: Ship Method: Ground Carrier: Bill of Lading: Invoice: Line: 1 B (20) Qty.: 1 Scheduled Ship Date: 10/3112025 Ship Location: U815-ABB ELDS Ship Method: Ground Description: PPXT FA BOXS Catalog No.: PPXT FA BOX-S Alternate Catalog No.: RetumlCancel Flag: Carrier. Bill of Lading: Invoice: Created By: LDELISLEQEWNAPLES.COM Marks: MDP Customer Reference No.. Tracking ID: Packing Slip: Promotion Code: Marks: MDP Customer Reference No.: Tracking ID: Packing Slip: Promotion Code: Line: 2 (30) Description: XFMR MTR-20A 6T 1P3W SML Marks: City.: 1 Catalog No.: UASTH61C755GE Customer Reference No.: Scheduled Ship Date: 09/2512025 Alternate Catalog No.: Tracking ID: Ship Location: USWt - ML Juliet - RetumlCancel Flag: Packing Slip: Ship Method: Ground Carrier: Promotion Code: Bill of Lading: Invoice: Date Entered: 08/1812025 Odg. Scheduled Ship Date: 10/29/2025 OPEN Shipping notes: Ong. Scheduled Ship Date: 10/2912025 OPEN Shipping notes: Ong. Scheduled Ship Date: 09/25/2025 OPEN Shipping notes EXHIBIT - 070 - PAGE - 001 Pa1aitfJGA U Re: Code Cases Opened 1 message Kristen Jasinski <kristen@jasinskibuilders.com> To: Bradley Holmes <Bradley. Holmes@colliercountyfl. gov> Cc: Jeffrey Letourneau <Jeffrey. Letourneau @colliercou ntyfl.gov> Bradley, Kristen Jasinski <kristen@naplesfloridavacationhomes.com> Tue, Aug 26, 2025 at 3:33 PM I don't believe there are any issues with structures at 2181 23rd Street SW. There is not a new structure to my knowledge nor do I have any knowledge of a structure in the heavily wooded area. I believe the only issue with 2181 23rd Street is that they don't maintain the heavy vegetation at back of their lot lot and so there is a lot of vegetation which appears to have grown into our lot. We have to remove exotics from our lot and if they don't address them as well, it's just a question of time before the exotics continue to over take. The only problem with a structure for neighboring properties specifically on 23rd is the shed which sits on or way too close to the property line on the 2259 parcel. Sorry if I perhaps was unclear or misspoke in a prior email. On Della (across the canal from us) - vegetation, unpermitted structures and also storage of lots of junk and/or construction equipment/materials is an issue. Yes, you have my consent to enter the parcels owned by Buoyancy LLC. To get back to that shed from our parcel you need to enter the parcels for both 2225 and 2213 23rd Street SW (both owned by Buoyancy) and yes, I will sign an entry consent. We are about to start digging a trench for upgrading electrical service to 2225 23rd Street SW so the driveway which gives access to 2213 23rd Street SW will be impassable from tomorrow for about a week. Regards, Kristen Jasinski Certified Residential Building Contractor#CRC1333281 :—_—_ BUILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Tue, Aug 26, 2025 at 11:30AM Bradley Holmes <Bradley.Holmes@colliercountyfl.gov> wrote: Kristen, I have a question regarding 2181 23rd ST SW: I am researching the aerials to locate a structure that would be violating setback and/or is perhaps unpermitted. From aerials, I can only see a residential structure. Is there a structure on -site that is newer than January 2025 (would not show on the current aerial) or is tucked into a wooded area? I like to know ahead of my initial inspection so that I can pointedly speak with the homeowner(s). Also, should I be prevented from entering either 2259 23rd or 2181 23rd would you be able to sign an entry consent allowing me to use either of Buoyancy LLC parcels? EXHIBIT - 071 - PAGE - 001 Outlook ~` Fwd: FW: order for 2225 23rd St SW From Kristen Jasinski <kristen@jasinskibuilders.com> Date Mon 1/5/2026 12:37 PM To Henry Johnson <hjohnson@henryjohnsonlaw.com> (u 1 attachment (11 KB) Report-Orders.pdf, Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 If BIJILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 `— Naples, FL 34104 239-296-8800 Kristen@JasinskiBuiIders.com ---------- Forwarded message --------- From: Lisa Delisle <Idelisle ewnaples.com> Date: Mon, Sep 8, 202S at 4:09 PM Subject: FW: order for 2225 23rd St SW To: kristen@iasinskibuilders.com <kristen jasinskibuilders.com> ?la rJ"' .Lliaa � CED/Electrical Wholesalers EXHIBIT - 072 - PAGE - 001 PC # 4976 4316 Corporate Square �— Naples, FL 34104 239-434-0053 Bs�9elii.s�e c e��a�ples.a;sa�a� From: Lisa Delisle <Idelisle@ewnaples.corn> Sent: Friday, August 29, 2025 2:07 PM To: Marc - Golden Gate Electric <marc «_goldengate-electriccom> Subject: RE: order for 2225 23rd St SW Helli Marc, See attached shipping report They have an estimated ship date of 10/31/2025 50 working day lead time — ordered 8/18/2025 ?�raak'lfa�c, CED/Electrical Wholesalers PC # 4976 4316 Corporate Square Naples, FL 34104 239-434-0053 ..t�r£x{I,2:i144!�C'.'yJ't?9' i,C'5_�-a?.:�0.•_ EXHIBIT - 072 - PAGE - 002 From: Marc - Golden Gate Electric <marc _goldengate-electric.com> `-- Sent: Friday, August 29, 2025 1:48 PM To: Lisa Delisle <Idelisleewnaples.com> Subject: Re: order for 2225 23rd St SW EXTERNAL ENTAIL Hello Lisa. Happy Friday !!! Do you have an ETA on the MDP panel? Thank you and enjoy your weekend. N- Best Regards, Marc Schroeder Golden Gate Electric (239) 455-2942 office l(bgolclengate- electric.com www.go!dengate-electric.com. Licensed & Insured — EC#1300 1998 — Serving Southwest Florida Trusted Since 1981 On Aug 15 2025, at 2:59 pm, Lisa Delisle <Idelisle@ewnaples.com> wrote: Marc, I do not have any 2-1/2" pvc in stock at this time — it's on order The panel do you want main lug or main breaker? Single phase or 3-phase? EXHIBIT - 072 - PAGE - 003 7 0�", z as IV" CED/Electrical Wholesalers PC # 4976 4316 Corporate Square Naples, FL 34104 239-434-0053 ik"ie_7 s oe(ia.bc9aA9nzi'tJ l—:' From: Marc - Golden Gate Electric <marc _goldengate-electric.com> Sent: Friday, August 15, 2025 2:53 PM To: Lisa Delisle < Ide lisle@ ewnaples.com> Subject: order for 2225 23rd St SW EXTERNAL EMAIL Hello Lisa. Please can I pick up on Monday. Order for Golden Gate Electric PO: 2225 23rd St SW 180ft 21/2" PVC Pipe 5 21/2" 90 ellbow 10 21/2" 45 ellbow 1 PVC glue 1 150Amp 24 spaces interior EXHIBIT - 072 - PAGE - 004 Thank you Lisa and have a great weekend. Best Regards, Marc Schroeder Golden Gate Electric (239) 455-2942 office goldengate-electric.com www.goldengate-electric.com Licensed & Insured — EC#1300 1998 — Serving Southwest Florida Trusted Since 1981 EXHIBIT - 072 - PAGE - 005 LB STRUCTURAL ENGINEERING September 26, 2025 File Number: 25-147 Imo,,.. Collier County Collier County Building Official Collier County Growth Management Department 2800 N. Horseshoe Drive Naples, FL 34104 RE: PRFH2024-104123201 - Building Inspections To Whom it May Concern: As a Professional Engineer, I hereby submit this affidavit in accordance with the Florida Statutes and Florida Building Code requirements regarding construction inspections. I have personally observed, or have caused to be observed under my responsible charge, the installation and/or construction of the following items: • 151 — Shearwall / Nailing 152 — Shearwall / Water Barrier (� . 153 - Shearwall Stucco Lath NPI Based on my observations and to the best of my professional knowledge, information, and belief, I certify that the above -referenced items were constructed in substantial compliance with the approved permit drawings, specifications, and the Florida Building Code (8th Edition, 2023). I further understand that the Collier County Building Department will rely on this letter and supporting documentation in lieu of conducting their own inspection or review of this aspect of the work. As such, I hereby agree to indemnify and hold harmless Collier County, its agents, officers, and employees, from and against any and all claims, liabilities, losses, damages, or expenses, including attorney's fees, arising from or in connection with the services I have provided as described herein. This letter is being provided to satisfy the County's requirements in allowing this portion of the work to proceed under my professional supervision and responsibility Respectfully submitted, Eric Liddle, P.E. P.E. 99245 LB Engineering LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239)-936-7557 EXHIBIT - 073 - PAGE - 001 LB I STRUCTURAL ENGINEERING Inspection Report Project Name: Date: Jasinski Builders — 2225 23rd St. SW September 18, 2025 Project Address: Time: 2225 23rd St. SW, Naples, FL 34117 9:30am L&B Project No.: 25-147 Permit No.: PRFH2O24-104123201 Contractor: Jasinski Builders Inspection No.: 1 Person(s) Present During Observation: Weather: 87°F Sunny Eric Liddle, Justin Spring, Kristen Jasinski Scope of Inspection: 151 — Shearwall/Nailing 152 — Shearwall/ Water Barrier 153 — Shearwall/Stucco Lath Inspection Type: Shearwall Disposition of Inspection: l P Pass Fail - Re -inspection required Comments: A representative from Jaskinski Builders met LB Engineering onsite at the subject address to open a section of exterior stucco wall for the purpose of inspection. Inspection Observations: (See Attached Photos) Figure 1: Diamond Mesh Expanded Metal Lath Observed Figure 2&3: Lath Nailing Observed to be in Compliance Figure 4: Weather Resistive Barrier (WRB) Observed to be in compliance All Shearwall and lath elements were installed in accordance with the approved plans and applicable building codes. Copy To: Jobsite/Contractor Inspector: Eric Liddle, P.E., FL#99245 I - LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 073 - PAGE - 002 '`- LB STRUCTURAL ENGINEERING Figure 1: A representative from Jasinski Builders opening a section of exterior stucco wall for Inspection. Diamond Mesh Expanded Metal Lath Observed Figure 2: Shearwall Lath Nailing Observed to be in Compliance. LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 073 - PAGE - 003 LB STRUCTURAL ENGINEERING Figure 3: Shearwall Lath Nailing Observed to be in Compliance. Figure 4: Shearwall Weather Resistive Barrier (WRB) Observed to be in Compliance LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 073 - PAGE - 004 I-- LB STRUCTURAL ENGINEERING LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 073 - PAGE - 005 LB STRUCTURAL l ' ENGINEERING V September 26, 2025 File Number: 25-147 , . Collier County Collier County Building Official Collier County Growth Management Department 2800 N. Horseshoe Drive Naples, FL 34104 RE: PRFH2024104123201 - Building Inspections To Whom it May Concern: As a Professional Engineer, I hereby submit this affidavit in accordance with the Florida Statutes and Florida Building Code requirements regarding construction inspections. I have personally observed, or have caused to be observed under my responsible charge, the installation and/or construction of the following items: 136 — Impact Glass Based on my observations and to the best of my professional knowledge, information, and belief, I certify that the above -referenced items were constructed in substantial compliance with the approved permit drawings, specifications, and the Florida Building Code (8th Edition, 2023). I further understand that the Collier County Building Department will rely on this letter and supporting documentation in lieu of conducting their own inspection or review of this aspect of the work. As such, I hereby agree to indemnify and hold harmless Collier County, its agents, officers, and employees, from and against any and all claims, liabilities, losses, damages, or expenses, including attorney's fees, arising from or in connection with the services I have provided as described herein. This letter is being provided to satisfy the County's requirements in allowing this portion of the work to proceed under my professional supervision and responsibility Respectfully submitted, �Cr�/_ Eric Liddle, P.E. P.E. 99245 LB Engineering LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239)-936-7557 EXHIBIT - 074 - PAGE - 001 LB STRUCTURAL ENGINEERING Inspection Report Project Name: Date: Jasinski Builders — 2225 23rd St. SW September 18, 2025 Project Address: Time: 2225 23`d St. SW, Naples, FL 34117 9:30am L&B Project No.: 25-147 Permit No.: PRFH2O24104123201 Contractor: Jasinski Builders Inspection No.: 1 Person(s) Present During Observation: Weather: 87°F Sunny Eric Liddle, Justin Spring, Kristen Jasinski Scope of Inspection: 136 — Impact Glass Inspection Type: Windows Disposition of Inspection: P Pass Fail - Re -inspection required Comments: Jeld-Wen Single Hung Windows Observed to be Installed per Approved Plans (See Figures 1-3) 412 x 2 3/a" Tapcon Masonry Fasteners Observed to be used for Window Installations (See Figures 3&4) Florida Product Approval #14095 Observed to be in Accordance with Approved NOA Index (See Figures 5&6) Collier County Approved NOA Index (See Figure 8) Quality of window construction and thickness of glass is consistent with an impact rated window. Florida Product Approved Windows were installed in accordance with the approved plans and applicable building codes. Copy To: Jobsite/Contractor Inspector: Eric Liddle, P.E., FL#99245 LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 074 - PAGE - 002 I* - LB STRUCTURAL ENGINEERING — Figure 1: Jeld-Wen Single Hung Windows Observed to be installed per approved plans .......... LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 074 - PAGE - 003 LB STRUCTURAL ENGINEERING Figure 3: Jeld-Wen Single Hung Windows Observed to be installed per approved plans Figure 4: Topeon Masonry Fasteners Observed at Window Installations LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 074 - PAGE - 004 LB I STRUCTURAL ENGINEERING Figure 5: Tapcon Masonry Fasteners Observer! at Window Installations Figure 6: Florida Product Approval #14095.1 Matches Approved CC NOA Index LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 074 - PAGE - 005 LB I STRUCTURAL ENGINEERING I Figure 7: Florida Product Approval #14095.1 Matches Approved CC NOA Index Atldcef��: yy12225 23M 9uool SW Rollo Numbe.: 159002a000e C7oILioT•C:oFm4v INDEX SHEET On...nA+p'woeP FL PRODUCT APPROVAL / MIAMI-DADE NOA=JPas)a�cu y W.w.mn...m,nlrn wv �fr Inclutlo complete pretluct number wnM1 tleclmel. Fnempie' 3D-0b19.01 u. 21SGJ.2 Section A: DOORS A COMPONENT MTU ANUFACRER/MODEL IMPACT FL PA/NOA9 E.P. DOtO DBAgn pressure 1 .Swinging ' 3 SlitlmC 4 B Section 6: WINDOWS A COMPONENT MANUFACTURER/MODEI IMPACT FL PA/NOA0 F.P. I. DeFIen PI ] SinP.le/Obi Nurlg JaIO Wpn 01e0B51. Iap952 SO psi - 2 n.etl 3 Casemem a Imnzpmm smm 5 Mullion _ 0 SE liBMs ) D 1D Section C: ROOFING PRODUCTS COMPONENT MANRER/MDDEL FLPA/NOAa P. Dale .'W, Pressure ' 1 Kph,l[SM1InBIes 2 Metal 3 nk Benb Fa Clr 1,4 21 08114 05 2lIl26 - 4 5 Unikrlaymanl RwMPU Raa1L tleuympnl by 9mry 0ubry11mw,vorc rev. 022v202J - ) D Section D: STORM SHUTTERS COMPONENT MANUFACAIRE1l/MODEL fL'A/.-I Eq.. Date Deign Prttsurt 1. Section E: PANEL WALLS COMPONEM MANUFACTUAEn/MODEL FL PA/NOAP Ea.Dee Deign PleSSulE•. Solos 35mrefrpnt J A PRODUCT APPROVALS/NOAS MUST BE ONSITE AT TIME OF INSPECTION N noew..m,w.l nwea.. meet-eJr.n r I ly.,e Figure 8: Florida Product Approval #14095.1 Matches Approved CC NOA Index LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 074 - PAGE - 006 `%�— LB I STRUCTURAL ENGINEERING LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 074 - PAGE - 007 National Flood Insurance Program r i El tD eva IV' i ik-, aand Mstrucflons 2023 EDITION EXHIBIT - 074 - PAGE - 008 U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No. 1660-0008 Federal Emergency Management Agency Expiration Date: 06/30/2026 j� National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS PAPERWORK REDUCt10N ACTNOTICE . Public reporting burden for this data collection is estimated to average 3.75 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management, Department of Homeland Security Federal Emergency Management Agency, 500 C Street SW, Washington, DC 20742, Paperwork Reduction Project (1660-0008). NOTE: Do not send your completed form to this address. PRIVACY ACT STATEMENT . . Authority: Title 44 CFR § 61.7 and 61.8. Principal Purpose(s): This information is being collected for the primary purpose of documenting compliance with National Flood Insurance Program (NFIP) floodplain management ordinances for new or substantially improved structures in designated Special Flood Hazard Areas. This form may also be used as an optional tool for a Letter of Map Amendment (LOMA), Conditional LOMA (CLOMA), Letter of Map Revision Based on Fill (LOMR-F), or Conditional LOMR-F (CLOMR-F), or for flood insurance rating purposes in any flood zone. Routine Use(s): The information on this form may be disclosed as generally permitted under 5 U.S.C. § 552a(b) of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHS/ FEMA-003 — National Flood Insurance Program Files System of Records Notice 79 Fed. Reg. 28747 (May 19, 2014) and upon written request, written consent, by agreement, or as required by law. Disclosure: The disclosure of information on this form is voluntary; however, failure to provide the information requested may impact the flood insurance premium through the NFIP. Information will only be released as permitted by law. PURPOSE OF THE ELEVATION;gft FICATE" The Elevation Certificate is an important administrative tool of the NFIP. It can be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances, to inform the proper insurance premium, and to support a request for a LOMA, CLOMA, LOMR-F, or CLOMR-F. The Elevation Certificate is used to document floodplain management compliance for Post -Flood Insurance Rate Map (FIRM) buildings, which are buildings constructed after publication of the FIRM, located in flood Zones Al—A30, AE, AH, AO, A (with Base Flood Elevation (BFE)), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO, and A99. It may also be used to provide elevation information for Pre -FIRM buildings or buildings in any flood zone. As part of the agreement for making flood insurance available in a community, the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses. One such requirement is for the community to obtain the elevation of the lowest floor (including basement) of all new and substantially improved buildings, and maintain a record of such information. The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement. Only a LOMA or LOMR-F from the Federal Emergency Management Agency (FEMA) can amend the FIRM and remove the federal mandate for a lending institution to require the purchase of flood insurance. However, the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA. The Elevation Certificate may be used to support a LOMA, CLOMA, LOMR-F, or CLOMR-F request. Lowest Adjacent Grade (LAG) elevations certified by a land surveyor, engineer, or architect, as authorized by state law, will be required if the certificate is used to support a LOMA, CLOMA, LOMR-F, or CLOMR-F request A LOMA, CLOMA, LOMR-F, or CLOMR-F request must be submitted with either a completed FEMA MT-EZ or MT-1 application package, whichever is appropriate. If the certificate will only be completed to support a LOMA, CLOMA, LOMR-F, or CLOMR-F request, there is an option to document the certified LAG elevation on the Elevation Form included in the MT-EZ and MT-1 application. This certificate is used only to certify building elevations. A separate certificate is required for floodproofing. Under the NFIP, non-residential buildings can be floodproofed up to or above the BFE. A floodproofed building is a building that has been designed and constructed to be watertight (substantially impermeable to floodwaters) below the BFE. Floodproofing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements. The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception. For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA, a floodproofing certificate is required. The expiration date on the form herein does not apply to certified and completed Elevation Certificates, as a completed Elevation Certificate does not expire, unless there is a physical change to the building that invalidates information in Section A Items AS orA9, Section C, Section E, or Section H. In addition, this form is intended for the specific building referenced in Section A and is not invalidated by the transfer of building ownership. Additional guidance can be found in FEMA Publication 467-1, Floodplain Management Bulletin: Elevation Certificate. FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 1 of 8 EXHIBIT - 074 - PAGE - 009 U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No. 1660-0008 Federal Emergency Management Agency Expirabon Date: 06/30/2026 National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 :opy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A -PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name: Jasinski Builders, LLC Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: Company NAIC Number: 2225 23rd Street S.W. City: Naples State. FL ZIP Code: 34117 A3. Property Description (e.g., Lot and Block Numbers or Legal Description) and/or Tax Parcel Number: Parcel ID #45960240004 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.): Addition A5. Latitude/Longitude: Lat 26°11'19.37" Long. -81 °39'12.42" Horiz. Datum: ❑ NAD 1927 ® NAD 1983 ❑ WGS 84 A6. Attach at least two and when possible four clear color photographs (one for each side) of the building (see Form pages 7 and 8). AT Building Diagram Number: 1 B A8, For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): N/A sq. ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ❑ Yes ❑ No ® N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade: Non -engineered flood openings: N/A Engineered flood openings: N/A d) Total net open area of non -engineered flood openings in A8.c: N/A sq. in. e) Total rated area of engineered flood openings in A8.c (attach documentation - see Instructions): N/A sq. ft. f) Sum of A8.d and A8.e rated area (if applicable - see Instructions): N/A sq. ft. A9. For a building with an attached garage. a) Square footage of attached garage: 859.00 sq. ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? 0 Yes ❑ No ® N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non -engineered flood openings: N/A Engineered flood openings: N/A d) Total net open area of non -engineered flood openings in A9.c: N/A sq. in. e) Total rated area of engineered flood openings in A9.c (attach documentation - see Instructions): N/A sq. ft. 0 Sum of A9.d and A9.e rated area (if applicable - see Instructions): N/A sq. ft. SECTION B - FLOOD'INSURi4N�F1�tgy (FIRM) INIrORNAATION B1.2 NFIP Community Name: Collier County Unincorporated Areas B1.b. NFIP Community Identification Number: 120067 62. County Name: Collier County B3. State: FL B4. Map/Panel No.: 12021 CO410 B5. Suffix: H 66. FIRM Index Date: 02/08/2024 B7. FIRM Panel Effective/Revised Date: 05/16/2012 B8. Flood Zone(s): AH 89. Base Flood Elevation(s) (BFE) (Zone AO, use Base Flood Depth): 12.0' B10. Indicate the source of the BFE data or Base Flood Depth entered in Item 139: ❑ FIS E FIRM ❑ Community Determined ❑ Other. 611. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes E No Designation Date: ❑ CBRS ❑ OPA B13. Is the building located seaward of the Limit of Moderate Wave Action (LiMWA)? ❑ Yes E No FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8123) Form Page 2 of 8 EXHIBIT -074- PAGE -010 Is — ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 2225 23rd Street S.W. -- City: Naples Policy Number: State: FL ZIP Code: 34117 Company NAIC Number: SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al A30, AE, AH, AD, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/Al—A30, AR/AH, AR/AO, A99. Complete Items C2.a—h below according to the Building Diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: GPS Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other: Datum used for building elevations must be the same as that used for the BFE. Conversion factor used? ❑ Yes ® No If Yes, describe the source of the conversion factor in the Section D Comments area. Check the measurement used: a) Top of bottom floor (including basement, crawlspace, or enclosure floor): 13.0 ® feet ❑ meters b) Top of the next higher floor (see Instructions): N/A ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (see Instructions): N/A ❑ feet ❑ meters d) Attached garage (top of slab): 11.2 ® feet ❑ meters e) Lowest elevation of Machinery and Equipment (M&E) servicing the building (describe type of M&E and location in Section D Comments area): 12.7 ® feet ❑ meters f) Lowest Adjacent Grade (LAG) next to building: ❑ Natural ® Finished 11.0 ® feet ❑ meters g) Highest Adjacent Grade (HAG) next to building: ❑ Natural ® Finished 12.6 ® feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs, including structural support: N/A ❑ feet ❑ meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by state law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No ❑ Check here if attachments and describe in the Comments area. Certifier's Name: Peter D. Gratosky License Number: LS6985 ��a�«��yukoo Title: Owner •��R p, GRq,; q, Company Name: Precision Land Surveyors, Inc. `.`QoenseA�!��b SJip 0 Address: 5126 Monza Court L698� City: Ave Maria State: FL ZIP Code: 34142 L 0. Telephone: (239) 910-3396 Ext.: Email: p.gratosky@yahoo.com cv STATE OF Q N0. FLORIDA Signature: j \ �i0�> Date: 09/30/2025 ,i� '¢ hM,•`� Copy all pages of this Elevation Certificate and achments for (1) community official, (2) insurance agent/company ana'�ilding owner. Comments (including source of conversion factor in C2; type of equipment and location per C2.e; and description of any attachments): 1. The elevation of the crown of the road is 10.7'. 5. The elevation of the deck is 12.7'. 2. Item C2e is an exterior air conditioning unit. 6. The elevation of the spa is 13.41. 3. The elevation of the well equipment is 13.4'. 7. The elevation of the addition matches the FFE of the residence. 4. The elevation of the pool equipment is 12.7'. FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8123) Form Page 3 of 8 EXHIBIT - 074 - PAGE - 011 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 2225 23rd Street S.W. City: Naples Policy Number: State: FL ZIP Code: 34117 Company NAIC Number: SECTION E BUILDINC7xMEAISIiRFI TENT INF�O.Fli %4 REQUI�2EDa FOR ZONE 140, Z%ONEIFAo�aNWIN��HQtTzBi For Zones AO, AR/AO, and A (without BFE), complete Items E1—E5. For Items E1—E4, use natural grade, if available. if the Certificate is intended to support a Letter of Map Change request, complete Sections A, B, and C. Check the measurement used. In Puerto Rico only, enter meters. Building measurements are based on: ❑ Construction Drawings' ❑ Building Under Construction" ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. E1. Provide measurements (C.2.a in applicable Building Diagram) for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor (including basement, crawlspace, or enclosure) is: ❑ feet ❑ meters ❑ above or ❑below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is: ❑ feet ❑ meters ❑ above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (C2.b in applicable Building Diagram) of the building is. ❑ feet meters ❑ El above or E] below the HAG. E3. Attached garage (top of slab) is: ❑ feet ❑ meters ❑ above or E] below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: feet E] feet meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown The local official must certify this information in Section G. SECTION F - PROPERTY OWNER t;QR Q IINER'S AU?HORIZLD REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge ❑ Check here if attachments and describe in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City. State: ZIP Code: Telephone: Ext.: Email: Signature: Date: Comments: FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 4 of 8 EXHIBIT - 074 - PAGE - 012 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1.11 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 2225 23rd Street S.W. City: Naples State: FL ZIP Code: 34117 Policy Number: Company NAIC Number: OFFICIAL 1PQMI�L;710N), The local official who is authorized by law or ordinance to administer the community's floodplam management ordinance can complete Section A, B, C, E, G, or H of this Elevation Certificate. Complete the applicable item(s) and sign below when: G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by state law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.a. ❑ A local official completed Section E for a building located in Zone A (without a BFE), Zone AO, or Zone AR/AO, or when item E5 is completed for a building located in Zone AO. G2.b. ❑ A local official completed Section H for insurance purposes. G3. ❑ In the Comments area of Section G, the local official describes specific corrections to the information in Sections A, B, E and H. G4. ❑ The following information (Items G5—G11) is provided for community floodplain management purposes. G5. Permit Number: G6. Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: G8. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G9.a. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum: G9.b. Elevation of bottom of as -built lowest horizontal structural member. ❑ feet ❑ meters Datum: G10.a. BFE (or depth in Zone AO) of flooding at the building site: feet ❑ E] meters Datum: G10.b. Community's minimum elevation (or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member: ❑ feet ❑ meters Datum: G11. Variance issued? ❑ Yes ❑ No If yes, attach documentation and describe in the Comments area. The local official who provides information in Section G must sign here. I have completed the information in Section G and certify that it is correct to the best of my knowledge. If applicable, I have also provided speck corrections in the Comments area of this section. Local Official's Name: NFIP Community Name: Telephone: Ext.: Email: Address: City: Title: State: ZIP Code: Signature: Date: Comments (including type of equipment and location, per C2.e; description of any attachments; and corrections to specific information in Sections A, B. D, E, or H) FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8123) Form Page 5 of 8 EXHIBIT - 074 - PAGE - 013 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 2225 23rd Street S.W. City: Naples Policy Number: State: FL ZIP Code: 34117 Company NAIC Number: SECTION-H' ' :_ 9UIk.DING'$ (FII7ST l LODR HEIGHT. FGA"AAT101 . NES. 4SU�RiIEI''7`Fi�Q�I�Ep FORJN�U Ndfs PU The property owner, owners authorized representative, or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for insurance purposes. Sections A, B, and I must also be completed. Enter heights to the nearest tenth of a foot (nearest tenth of a meter in Puerto Rico). Reference the Foundation Type Diagrams (at the and of Section H Instructions) and the appropriate Building Diagrams (at the end of Section I Instructions) to complete this section. H1. Provide the height of the top of the floor (as indicated in Foundation Type Diagrams) above the Lowest Adjacent Grade (LAG): a) For Building Diagrams 1A, 1B, 3, and 50-8. Top of bottom ❑ feet ❑ meters ❑ above the LAG floor (include above -grade floors only for buildings with crawlspaces or enclosure floors) is: b) For Building Diagrams 2A, 2B, 4, and 6-9. Top of next ❑ feet ❑ meters ❑ above the LAG higher floor (i.e., the floor above basement, crawispace, or enclosure floor) is: H2. Is all Machinery and Equipment servicing the building (as listed in Item H2 instructions) elevated to or above the floor indicated by the H2 arrow (shown in the Foundation Type Diagrams at end of Section H instructions) for the appropriate Building Diagram? ❑ Yes ❑ No SECTION I PROPERTY OWNER (OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and H must sign here. The statements in Sections A, B, and H are correct to the best of my knowledge. Note: If the local floodplain management official completed Section H, they should indicate in Item G2.b and sign Section G. ❑ Check here if attachments are provided (including required photos) and describe each attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: Telephone: Ext: Email: Signature: Comments: FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Date: State: ZIP Code: Form Page 6 of 8 EXHIBIT - 074 - PAGE - 014 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 BUILDING PHOTOGRAPHS See Instructions for Item A6. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 2225 23rd Street S.W. City: Naples Policy Number: State: FL ZIP Code: 34117 Company NAIC Number: Instructions: Insert below at least two and when possible four photographs showing each side of the building (for example, may only be able to take front and back pictures of townhouses/rowhouses). Identify all photographs with the date taken and "Front View," "Rear View," "Right Side View," or "Left Side View." Photographs must show the foundation. When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. t Photo One Photo One Caption: FRONT VIEW Photo Two Photo Two Caption: LEFT SIDE VIEW FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Clear Photo One Clear Photo Two Form Page 7 of 8 EXHIBIT - 074 - PAGE - 015 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 BUILDING PHOTOGRAPHS Continuation Page Building Street Add I ress (rnc udmg Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 2225 23rd Street S.W. City: Naples Policy Number: State: FL ZIP Code: 34117 Company NAIC Number: Insert the third and fourth photographs below. Identify all photographs with the date taken and "Front View," "Rear View," "Right Side View," or "Left Side View." When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Photo Three Photo Three Caption: REAR VIEW Photo Four Photo Four Caption: RIGHT SIDE VIEW FEMA Form FF-206-FY-22-152 (formerly o86-0-33) (8/23) Clear Photo Three ClearPhoto Four Form Page 8 of 8 EXHIBIT -074- PAGE -016 LB STRUCTURAL ENGINEERING September 26, 2025 File Number: 25-147 Collier County "' J Collier County Building Official Collier County Growth Management Department 2800 N. Horseshoe Drive Naples, FL 34104 RE: PRFH2024104123201- Building Inspections To Whom it May Concern: As a Professional Engineer, I hereby submit this affidavit in accordance with the Florida Statutes and Florida Building Code requirements regarding construction inspections. I have personally observed, or have caused to be observed under my responsible charge, the installation and/or construction of the following items: 213 — Remodel Residential - Rough Plumbing Based on my observations and to the best of my professional knowledge, information, and belief, I certify that the above -referenced items were constructed in substantial compliance with the approved permit drawings, specifications, and the Florida Building Code (8th Edition, 2023). I further understand that the Collier County Building Department will rely on this letter and supporting documentation in lieu of conducting their own inspection or review of this aspect of the work. As such, I hereby agree to indemnify and hold harmless Collier County, its agents, officers, and employees, from and against any and all claims, liabilities, losses, damages, or expenses, including attorney's fees, arising from or in connection with the services I have provided as described herein. This letter is being provided to satisfy the County's requirements in allowing this portion of the work to proceed under my professional supervision and responsibility Respectfully submitted, ;cl�__ Eric Liddle, P.E. P.E. 99245 LB Engineering LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239)-936-7557 EXHIBIT - 075 - PAGE - 001 LB ( STRUCTURAL l ENGINEERING Y Inspection Report Project Name: Date: Jasinski Builders — 2225 23rd St. SW September 18, 2025 Project Address: Time: 2225 23rd St. SW, Naples, FL 34117 10:30am L&B Project No.: 25-147 Permit No.: PRFH2024104123201 Contractor: Jasinski Builders Inspection No.: 1 Person(s) Present During Observation: Weather: 87°F Sunny Eric Liddle, Justin Spring, Kristen Jasinski Scope of Inspection: 213 — Remodel Residential - Rough Plumbing Inspection Type: Windows Disposition of Inspection: RPass Fail - Re -inspection required Comments: A representative from Jasinski Builders along with a licensed plumbing contractor Performed selective demolition to expose key sections of concealed plumbing prior to inspection by LB Engineering. Exposed sections consisted of water supply lines, and fixture connections. Figure 1: A representative from Jasinski Builders exposed sections of rough plumbing for the purpose of inspection. Figure 2: Pex water lines observed with approved fittings at all shower locations Figure 3: Pex water lines observed throughout attic space with approved supports Figure 4: PVC P-Trap observed at bathroom fixtures. Accessible shutoff valves observed. Figures 5&6: Tankless water heaters observed with accessible shutoff valve and disconnect. Figures 7-12: Shower pan tests were conducted at each shower location by installing a silicone Threshold plugged with a test ball. Water was filled to a minimum of 2 inches and marked for the LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 075 - PAGE - 002 LB I STRUCTURAL ENGINEERING Purpose of monitoring over a 24-hour period. No visible signs of leakage or water drop were observed during the hold period. Based on visual inspection of accessible areas, review of construction photos, selective exposure, and successful system testing the underground plumbing inspection is deemed compliant and approved. Copy To: Jobsite/Contractor Inspector: Eric Liddle, P.E., FL999245 LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 075 - PAGE - 003 LB I STRUCTURAL ENGINEERING Figure 1: Rough plumbing exposed at shower locations Figure 2: Pex supply lines with approved fittings observed LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 075 - PAGE - 004 'I% - LB I STRUCTURAL ENGINEERING Figure 3: PVC drain pipe with accessible shutoffs observed Figure 3: Pex water lines observed throughout attic space with approved clamps/supports Figure 4: PVC drainpipe with accessible shutoffs observed LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 075 - PAGE - 005 LB I STRUCTURAL ENGINEERING Figure 5: Tankless water heater observed to be installed with shutoff valve and disconnects Figure 6: Tankless water heater observed to be installed with shutoff valve and disconnects LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 075 - PAGE - 006 I% — LB I STRUCTURAL ENGINEERING _ tQ%�Y i0d3.1 y4t tee. Y`d Yam�"i g�f+p ��:v apPea'�pnrnr0+'�N��4@»�t _. ._ roan$jp'�►,yro0fipacw08f:�v'�.9�P��ie. 6°ApoaEaJ. s'Y'd!�d�49iYi0pi0y'Cu .. Yfo*s�rcpgaa@>�ronaraetpipygf0efoi eff fir �sjyro9q• fa.aa�u di�ro+ —:�, c Figure 7: Suite 3 Shower Pan Test Da_ y 1 -... L �'lerAA& Figure 8: Sit ite3Shower Pan Test Day 2. Water Level Observed to hold above 2 inches with no leakage LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 075 - PAGE - 007 R LB I STRUCTURAL ENGINEERING t:. 1 Figure 9: Suite 10 Shower Pan Test Day 1 i. Figure 10: Suite 10 Shower Pan Test Day 2. Water Level Observed to hold above 2 inches with no leakage LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 075 - PAGE - 008 LB I STRUCTURAL ENGINEERING Figure 11: Suite 11 Shower Pan Test Day 1 fICA I' Figure 12: Suite 11 Shower Pan Test Day 2. Water Level Observed to hold above 2 inches with no leakage LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 075 - PAGE - 009 LBISTRUCTURAL ENGINEERING September 26, 2025 File Number: 25-147 —CCollier County Collier County Building Official Collier County Growth Management Department 2800 N. Horseshoe Drive Naples, FL 34104 RE: PRFH2024104123201 - Building Inspections To Whom it May Concern: As a Professional Engineer, I hereby submit this affidavit in accordance with the Florida Statutes and Florida Building Code requirements regarding construction inspections. I have personally observed, or have caused to be observed under my responsible charge, the installation and/or construction of the following items: • 109 — Insulation Based on my observations and to the best of my professional knowledge, information, and belief, I certify that the above -referenced items were constructed in substantial compliance with the approved permit drawings, specifications, and the Florida Building Code (8th Edition, 2023). I further understand that the Collier County Building Department will rely on this letter and supporting documentation in lieu of conducting their own inspection or review of this aspect of the work. As such, I hereby agree to indemnify and hold harmless Collier County, its agents, officers, and employees, from and against any and all claims, liabilities, losses, damages, or expenses, including attorney's fees, arising from or in connection with the services I have provided as described herein. This letter is being provided to satisfy the County's requirements in allowing this portion of the work to proceed under my professional supervision and responsibility Respectfully submitted, /L Eric Liddle, P.E. P.E.99245 LB Engineering LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239)-936-7557 EXHIBIT - 076 - PAGE - 001 LB I STRUCTURAL ENGINEERING Inspection Report Project Name: Date: Jasinski Builders — 2225 23rd St. SW September 18, 2025 Project Address: Time: 2225 23rd St. SW, Naples, FL 34117 10:00am L&B Project No.: 25-147 Permit No.: PRFH2O24104123201 Contractor: Jasinski Builders Inspection No.: 1 Person(s) Present During Observation: Weather: 87°F Sunny Eric Liddle, Justin Spring, Kristen Jasinski Scope oflnspection: 109 — Insulation Inspection Type: Windows Disposition of Inspection: ❑x Pass ❑ Fail - Re -inspection required Comments: A representative from Jasiniski Builders met LB Engineering on site at the subject address to open a section of interior wood framed wall for the purpose of inspection. Inspection Observations (See Attached Photos) - A Representative from Jasinski Builders opening an interior wall for the purpose of inspection (See Figure 1) - Fiberglass Batt insulation observed inside a wood framed wall (See Figure 2) - Fiberglass insulation observed inside a second wall location (See Figure 3) - Masonry wall insulation observed (See Figures 4 &5) - Blown -in fiberglass insulation observed in attic space (See Figure 6) Insulation was observed to be installed in accordance with the approved plans and applicable building codes. Copy To: Jobsite/Contractor Inspector: Eric Liddle, P.E., FL499245 LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 076 - PAGE - 002 LB I STRUCTURAL ENGINEERING Figure 1: A Representative from Jasinski Builders Opening a Wall for Inspection Figure 2: Fiberglass Batt Insulation Observed Inside Wood Framed Wall LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 076 - PAGE - 003 LB I STRUCTURAL ENGINEERING I-- Figure 3: Fiberglass Batt Insulation Observed Inside Second Wall Location Figure 4: Masonry Wall Insulation Observed LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 076 - PAGE - 004 LB STRUCTURAL ENGINEERING ci7it� c.' .. r` Figure S: Masonry Wall Insulation Observed Figure 6: Blown in Insulation Observed in Attic Space LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 076 - PAGE - 005 LBISTRUCTURAL ENGINEERING LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 076 - PAGE - 006 LBISTRUCTURAL ENGINEERING September 26, 2025 File Number: 25-147 Collier County Collier County Building Official Collier County Growth Management Department 2800 N. Horseshoe Drive Naples, FL 34104 RE: PRFH2024104123201 - Building Inspections To Whom it May Concern: As a Professional Engineer, I hereby submit this affidavit in accordance with the Florida Statutes and Florida Building Code requirements regarding construction inspections. I have personally observed, or have caused to be observed under my responsible charge, the installation and/or construction of the following items: • 119 —Fill Cells Based on my observations and to the best of my professional knowledge, information, and belief, I certify that the above -referenced items were constructed in substantial compliance with the approved permit drawings, specifications, and the Florida Building Code (8th Edition, 2023). I further understand that the Collier County Building Department will rely on this letter and supporting documentation in lieu of conducting their own inspection or review of this aspect of the work. As such, I hereby agree to indemnify and hold harmless Collier County, its agents, officers, and employees, from and against any and all claims, liabilities, losses, damages, or expenses, including attorney's fees, arising from or in connection with the services I have provided as described herein. This letter is being provided to satisfy the County's requirements in allowing this portion of the work to proceed under my professional supervision and responsibility Respectfully submitted, Eric Liddle, P.E. P.E. 99245 LB Engineering LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239)-936-7557 EXHIBIT - 077 - PAGE - 001 LB STRUCTURAL ENGINEERING Inspection Report Project Name: Date: Jasinski Builders — 2225 23rd St. SW September 18, 2025 Project Address: Time: 2225 23rd St. SW, Naples, FL 34117 10:30am L&B Project No.: 25-147 Permit No.: PRFH2O24104123201 Contractor: Jasinski Builders Inspection No.: 1 Person(s) Present During Observation: Weather: 87°F Sunny Eric Liddle, Justin Spring, Kristen Jasinski Scope of Inspection: 119 — Fill Cells Inspection Type: Windows Disposition of Inspection: P Pass Fail - Re -inspection required Comments: A representative from Jasinski Builders provided LB Engineering with photos of concrete infill work that was completed. Inspection Observations (See Attached Photos) Figures 1&2: Photos showing infill work was completed per plans page A-11 Detail 3 Figures 3&4: Photos showing infill work was complete per plans page A-11 Detail 5 Figures 5&6: Miscellaneous progress photos showing work was completed per approved plans Fill Cell work was completed in accordance with the approved plans and applicable building codes. Copy To: Jobsite/Contractor Inspector: Eric Liddle, P.E., FL#99245 LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 077 - PAGE - 002 LB I STRUCTURAL ENGINEERING Figure 1: Progress Photos Showing Work was completed per Plans page A-11 Detail 3 f • ,r �: Figure 2: Progress Photos Showing Work was completed per Plans page A-11 Detail 3 LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 077 - PAGE - 003 LB I STRUCTURAL ENGINEERING Figure 3: Progress Photos Showing Work was completed per Plans page A-11 Detail 5 Figure 4: Progress Photos Showing Work was completed per Plans page A-11 Detail 5 LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 077 - PAGE - 004 LBISTRUCTURAL ENGINEERING 1 Figure S: Progress Photos Showing use of Rebar Dowels per Plans Figure 6: Progress Photos Showing Work was completed per Plans LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 077 - PAGE - 005 V LB I STRUCTURAL ENGINEERING September 26, 2025 File Number: 25-147 —A )Collier Count` Collier County Building Official Collier County Growth Management Department 2800 N. Horseshoe Drive Naples, FL 34104 RE: PRFH2O24104123201 - Building Inspections To Whom it May Concern: As a Professional Engineer, I hereby submit this affidavit in accordance with the Florida Statutes and Florida Building Code requirements regarding construction inspections. I have personally observed, or have caused to be observed under my responsible charge, the installation and/or construction of the following items: • 508 — Rough TV/Telephone Based on my observations and to the best of my professional knowledge, information, and belief, I certify that the above -referenced items were constructed in substantial compliance with the approved permit drawings, specifications, and the Florida Building Code (8th Edition, 2023). I further understand that the Collier County Building Department will rely on this letter and supporting documentation in lieu of conducting their own inspection or review of this aspect of the work. As such, I hereby agree to indemnify and hold harmless Collier County, its agents, officers, and employees, from and against any and all claims, liabilities, losses, damages, or expenses, including attorney's fees, arising from or in connection with the services I have provided as described herein. This letter is being provided to satisfy the County's requirements in allowing this portion of the work to proceed under my professional supervision and responsibility `0%%IIIIII//,/ Respectfully submitted, �� ` �OSERT i�� Ito No 99245 lert Eric Liddle, P.E. P.E. 99245 srarE of LB Engineering s1�NAL'E? LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239)-936-7557 EXHIBIT - 078 - PAGE - 001 LB I STRUCTURAL ENGINEERING Inspection Report Project Name: Date: Jasinski Builders — 2225 23`d St. SW September 18, 2025 Project Address: Time: 2225 23`d St. SW, Naples, FL 34117 1:30pm L&B Project No.: 25-147 Permit No.: PRFH2024104123201 Contractor: Jasinski Builders Inspection No.: 1 Person(s) Present During Observation: Weather: 87°F Sunny Eric Liddle, Justin Spring, Kristen Jasinski Scope oflnspection: 508 — Rough TV/Telephone Inspection Type: TV/Telephone Disposition of Inspection: x0 Pass ❑ Fail - Re -inspection required Comments: A representative from Jasinski Builders provided LB Engineering with access to Several interior rooms within the home for the purpose of a TV / Telephone system inspection. Figure 1: Cable TV and telephone jacks observed throughout home and bedrooms Figure 2: Cable TV and telephone junction boxes observed on exterior wall of north elevation adjacent to electric service panel. Based on visual inspection, the TV/Telephone system installations are deemed compliant. Additionally, it is assumed that installed wiring not visible is consistent with observed installation and is in compliance with Florida Building Code. Copy To: Jobsite/Contractor Inspector: Eric Liddle, P.E., FL#99245 LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 078 - PAGE - 002 LB I STRUCTURAL ENGINEERING f�4 px • f Lt} y t 46 I �rrM. v R F q I-: Figure l: Phone and Cable Jacks Observed in Bedrooms Throughout Figure 2: Phone and Cable Junction Boxes Observed on Exterior Wall of North Elevation LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 078 - PAGE - 003 LBISTRUCTURAL ENGINEERING September 26, 2025 File Number: 25-147 _t) Collier County Collier County Building Official Collier County Growth Management Department 2800 N. Horseshoe Drive Naples, FL 34104 RE: PRFH2024104123201- Building Inspections To Whom it May Concern: As a Professional Engineer, I hereby submit this affidavit in accordance with the Florida Statutes and Florida Building Code requirements regarding construction inspections. I have personally observed, or have caused to be observed under my responsible charge, the installation and/or construction of the following items: 521 —Remodel —Rough Electric Based on my observations and to the best of my professional knowledge, information, and belief, I certify that the above -referenced items were constructed in substantial compliance with the approved permit drawings, specifications, and the Florida Building Code (8th Edition, 2023). I further understand that the Collier County Building Department will rely on this letter and supporting documentation in lieu of conducting their own inspection or review of this aspect of the work. As such, I hereby agree to indemnify and hold harmless Collier County, its agents, officers, and employees, from and against any and all claims, liabilities, losses, damages, or expenses, including attorney's fees, arising from or in connection with the services I have provided as described herein. This letter is being provided to satisfy the County's requirements in allowing this portion of the work to proceed under my professional supervision and responsibility `�j%jIIIIItIII/' Respectfully submitted, �� pgERr NO 99245 0 Eric Liddle, P.E. P.E. 99245 pQ STATE OF <(/ LB Engineering 'ice t�� ' !AtOR10p'• ♦�� I0MAL ,etv LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239)-936-7557 EXHIBIT - 079 - PAGE - 001 LB I STRUCTURAL l ENGINEERING Y Inspection Report Project Name: Date: Jasinski Builders — 2225 23rd St. SW September 18, 2025 Project Address: Time: 2225 23rd St. SW, Naples, FL 34117 2:30pm L&B Project No.: 25-147 Permit No.: PRFH2O24104123201 Contractor: Jasinski Builders Inspection No.: 1 Person(s) Present During Observation: Weather: 87°F Sunny Eric Liddle, Justin Spring, Kristen Jasinski Scope of Inspection: 521 — Remodel - Rough Electric Inspection Type: Electrical Disposition of Inspection: -1 Pass ❑ Fail - Re -inspection required Comments: A representative from Jasinski Builders and a Licensed Electrician met LB Engineering on -site and exposed select wall locations for the purpose of an Electrical Inspection. Figure l: Select Wall Locations Exposed for the purpose of Inspection Figure 2: Nail Plates Observed in Exposed Wall Locations Figure 3: J-Boxes Observed to be Insulated and Bonded at select Locations Figure 4: Romex Observed to be Labeled Figure 5: Cable Pass Through Grommets Observed Figure 6: Electric Panels Observed to be Correctly Labeled LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 079 - PAGE - 002 LBISTRUCTURAL ENGINEERING Based on visual inspection, the Rough Electrical installation is deemed compliant. additionally, it is assumed that installed wiring and components not visible is consistent with observed installations and is in compliance with Florida Building Code. Copy To: Jobsite/Contractor Inspector: Eric Liddle, P.E., FL#99245 LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 079 - PAGE - 003 LB STRUCTURAL ENGINEERING Figure I: Select Wall Locations Exposed for the purpose of Inspection. Figure 2: Nail Plates Observed at Select ,Stud l.or•41tions. LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 079 - PAGE - 004 LB I STRUCTURAL ENGINEERING Figure 3: J-Boxes Observed to be Insulated and Bonded at select Locations Figure 4: Romex Observed to be Labeled LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 079 - PAGE - 005 LB I STRUCTURAL ENGINEERING Figure 5: Cable Pass Through Grommets Observed COLOEN GpT¢7-utif 34b2 ...--- zua>xuu7nrmpe vat, ' Geld"9+b flwr6 ta»ucrxr -I tt�LA.t 2A 13 zr 22 20 is wyvx.,ae>/zunro.der 17 17 wx. n..w:I'.br•+ 16 wnw xmnz/fat+pa'h� 13 1! Idrr7itn141b t/k 14 !lath GFl 12 SulY f le��/Sash w.ewnun 3 } W 7 7 7 4 M'r'w10'0"ev Barn wi 2 suh.>md M�pcs GG9L— p�6,iy%Q� ! """ 239d552442 ollimCurJbrnm�4n�w 7+tsaHwdawrnMy>azr> .. _._. _ . .:vn r:IXd ,n Wre [I vk >xnNlwl nova— cr. �y~r.e 40 42 SWm 41 Water Neaterl(LHta5 39 wale! Neota, l/ khe38 l Waver Neaten/Srmea 37 'hawNeNlr 11 slat" 36 A/C U A/n3 A 112 34 A/c 33 A!N 32 A/C 31 " 30 AA 29 subPare,A 29 A/C 27 Sub P.MA 26 Afr. 2S P 24 Garap Swth mon 4& 23 SIA 1 22 9 Pool light 21 ? 20 Suite 2 bath 19 77 is SOW 1ta $,i /Ggni�auHN/dni�l 16 Spare SS -ndae 14 S(wre 13 xhc"Ca.A. ocutkn 12 Spam 11 S 7 FnnthC"re Pu[e;+Ige 14 SP3ra 7 YI[[han UimtamP pelab 8 As>Se 5 Intohen CwntaarP PI+IeU fjrsE�+ 4 SPare 1 ILmar � .-Ys I f IvF.bl�I 2 spore .:Y__C MONISM — Figure 6: Electric Panels Observed to be Correctly Labeled LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 079 - PAGE - 006 LB STRUCTURAL ENGINEERING LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 079 - PAGE - 007 LB I STRUCTURAL ENGINEERING September 26, 2025 File Number: 25-147 Collier —it) County Collier County Building Official Collier County Growth Management Department 2800 N. Horseshoe Drive Naples, FL 34104 RE: PRFH2O24104123201 - Building Inspections To Whom it May Concern: As a Professional Engineer, I hereby submit this affidavit in accordance with the Florida Statutes and Florida Building Code requirements regarding construction inspections. I have personally observed, or have caused to be observed under my responsible charge, the installation and/or construction of the following items: 141 — Interior Slab Infill Based on my observations and to the best of my professional knowledge, information, and belief, I certify that the above -referenced items were constructed in substantial compliance with the approved permit drawings, specifications, and the Florida Building Code (8th Edition, 2023). I further understand that the Collier County Building Department will rely on this letter and supporting documentation in lieu of conducting their own inspection or review of this aspect of the work. As such, I hereby agree to indemnify and hold harmless Collier County, its agents, officers, and employees, from and against any and all claims, liabilities, losses, damages, or expenses, including attorney's fees, arising from or in connection with the services I have provided as described herein. This letter is being provided to satisfy the County's requirements in allowing this portion of the work to proceed under my professional supervision and responsibility Respectfully submitted, tt11111111/�� OSERT / `��`(� t,10ENg�• ISO` '- No 99245 Eric Liddle, P.E. P.E. 99245O�•, LB Engineering g g 3TA7F OF ��S' oR10' • V�t,� LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239)-936-7557 EXHIBIT - 080 - PAGE - 001 LBISTRUCTURAL ENGINEERING Inspection Report Project Name: Date: Jasinski Builders — 2225 23rd St. SW September 18, 2025 Project Address: Time: 2225 23rd St. SW, Naples, FL 34117 2:00pm L&B Project No.: 25-147 Permit No.: PRFH2024104123201 Contractor: Jasinski Builders Inspection No.: 1 Person(s) Present During Observation: Weather: 87°F Sunny Eric Liddle, Justin Spring, Kristen Jasinski Scope oflnspection: 141 - Interior Slab Infill Inspection Type: Slab Infill Disposition of Inspection: ❑x Pass ❑ Fail - Re -inspection required Comments: A representative from Jasinski Builders met LB Engineering on -site at the subject Address for the purpose of an Interior Slab Infill inspection. Methods of inspection included visual observation, review of construction documents, photos and bill of materials. Figures I-3: Concrete slab infills at bathroom locations appear structurally sound and properly bonded to the existing slab. Infill locations were observed to be level with no signs of settlement, displacement or cracking of Travertine tiles. No moisture or vapor intrusion were observed. Figures 4&5: Wood Framed floor infill in Bedroom #10 appears to be structurally sound and level with surrounding floor. No signs of settlement, displacement or cracking of Travertine tiles was observed. No moisture or vapor intrusion were observed. LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 080 - PAGE - 002 LB STRUCTURAL ENGINEERING Figures S&6: Copy of approved plans page A4.1, Detail #30 calls for wood framed floor infill in Bedroom #10 using 2x12 framing members. A copy of the lumber materials receipt was provided by the contractor to confirm that materials purchased align with materials required to complete the floor Infill per the approved plans. Upon review of the plans and materials receipt it is deemed that the Wood framed floor infill work was adequately completed. Based on the field inspection, review of the accessible portions of the work, and evaluation of photos, receipts and construction documents, and good faith statement of the contractor, it is the professional opinion of the undersigned that the interior slab infills are structurally adequate and comply with applicable building codes. Copy To: Jobsite/Contractor Inspector: Eric Liddle, P.E., FL#99245 LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 080 - PAGE - 003 LB I STRUCTURAL ENGINEERING u Figure 1: Concrete Infill at Restroom Locations Observed to be level with no signs of settlement, displacement or cracking » I- ...._s_.._" . i 4*AW x S i Lr c Figure 2: Concrete Infill at Restroom Locations Observed to be level with no signs of settlement, displacement or cracking LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 080 - PAGE - 004 LB I STRUCTURAL ENGINEERING Figure 3: Concrete Infill at Restroom Locations Observed to be level with no signs of settlement, displacement or cracking IN. Wt Figure4: Wood Framed Infill in Bedroom #10 Observed to be level with no signs of settlement, displacement or cracking LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 080 - PAGE - 005 LB I STRUCTURAL ENGINEERING Figure 5: Wood Framed Infill in Bedroom #10 Observed to be level with no signs of settlement, displacement or cracking r.I Stre um±ryrttmrgs wmm�rywnlu Saws. L FF-4EL, III - h THJ, _:QT 11 VfJ';H IIT-LLEL I -F F'.:-I1 F. IIE =T tl'I FFI.-LLI -fTTA ^31 F, 'EI, E, ST W, .':1P 1ETE .L-1 FL:< F T': ILT H E'::T It I HTEF':f FFI rH FL':^.I.I-11', :: FI: J'I11"S IEIII EI- ':,D El fl_'Cf .. TH Iii."'I. JII TLE T': J':H E, 5TH'I ELE,-T':fl 11 THE LE d'F N': I',E .4 1 E1: .-LL I'V, TIT H H l L l_ IISTa.LE1'. E. ','4:: E-dE':: -fil ". IRc E' T H., -113I H'r I'ELC- E- :TII'; TE IE-71 .TE- I -:EI. E ::Tth IIr.PETE,L-1 FL: Lf T:: II-T 14 -T 11 I IITEF:.k FII-H FLr;:;F II 11 Ff-1111, IS 17Etr:-.:LEFEI Fl_,' .. THILI.:':I All, TLE T. J HE: iII, ELE:-T ..'DI 11 THE FE•T'f H' I-E -11-El IIE..11' IJ-.H.'_EI' W' A T. LET .41 tEil -III I L.14 FP, F -T,I:E . Jp 4 - 4 .4; f'-F-- TE t EI' 1IE-F-1' FFEI-L- E JdL IIET..L ":. HI'IEI FLE FF. JI I:ET.EEII E -TII'i TI I.:"E: FB K-EI F-L`.E FI-J'El HI'IEII + LI I TIE T;;I-_F Ff-FI,:*.F r- -T 15 -11IF LLEI .TH.I4-EIL-iI El, IT _I IL 11-T Nllr L-fF"SF TLE II'::: HJ I:,E T:: E �TEI. `I:.-LL:- T1:.L .E::.T• -,Tk.I'. T VE -T1;:El, F.114 111 -TI 1 : -IY L4 1 .-LL ::. Q. IL57F.I .-LL.: '[1,41 1'TIE...771, iT.L I,f _LL IIfEF II --LL'H.^JV 1'EI IIE. _ LK I1=1L':.?F 11 _':.$I: T' _T'..-I. 1,ETFI -FF'. FL fI -IIIF THE LIE -I If - II JU. J._ d-1 f-1. E- 'T t L: :E L II', TL FQi-N J. F EI. TV If EFEF ',,L-_ L 14T9 V:E II E'STH. CT-Qlftl 1 F-C FE•L:;'_-TEC E':T II:I if IT 'J1-FETE F.4-..'.'1.1 K[ _TE: IE II H H1 T - .:,W4 I IE. .:;:.I. -TR I;F:I__LL 11T15::f-_LL_:-.#I':.II J7 EF'E...1K 11 ::FCEF: 1171,1.1 T.LET J'.I,ETII Llf IUt 11_IF:TIFE:: LFE.H-Ff.-II JA..4-:U-1: 1:-1." F. s41`h'FI Ili T': I''.FFLt1 Figure 5: Note #30 calling for 2x]2 framing for slab infill in Bedrl vow Summary x _'1 m �� Z CA rp S vJ Q 0 C Lt. LLJ C N a a )om #10 LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 080 - PAGE - 006 LBISTRUCTURAL ENGINEERING N.PW, L..d—S Supph NAPLES 3828 Rarli.1 Rd r , N.pl<, IF 4 04 "8 1 17-ILUMBER 1234,MJ 3IIIIIIIIIIIIIIIIIIIIillllllllllllllllllllllllllllilllllllllllllll F'ax: I2J416.13.54N7 INti'OWE 1109-173392 P,1rl 1 11 1 SOLD TO SHIPTO ADDDUNT JOBI JASINSKI BUILDERS. LLC JASINSKI •2225 23RD ST SW JA96ui 5 "OPEN ACCOUNT" 2225 23RD ST SW SOLD ON 927!:071 6 5t.10 AM 2805 HORSESHOE OR 010 GOLDEN GATE EST DELIVER ON 924(2021 NAPLES FL 34104 14APLESICOL CO FL 34117 — --- 676-0088 BRANCH 1000 CUSTOMER PON _-. _...__...____._____.. _.. _. ___. ...__.... _.... .. ._........ ............._I STATION N44 ...... . Thank you for your busin05s KRISTEN JASINSKI 847-676-0088 CASHIER PM SALESPERSON MS ORDER ENTRY NIS 40 PC 2412YP 10 PC 124CD I ROLL TYVEK700 168 UNIFY 1341 ILVL 28 EA HUSIBI 10 PC 34AT 4 PC 21210P 25 EA THD5860 D Order: 2109-172225 I ! 2X4-17 N2 SY PINE S45 Y 9.5200 PC 30U 80 12'4XB COX 4-PLY PLYWOOD Y 45.9801) PC I-159.80 TYVEK HOUSEWRAP 10t100' Y 169.6900 ROLL i 169.89 1.314'.11-7M' L. BEAM Y I B.901q LNFT 1 1.6 G4 14 . 12' SIMPSON HUS 18110 FACE MT NNGR Y 8.85W EA 247 80 314' 4X8 ADVANTECH TBG FLOORING Y 88.9800 PC 88980 2X12-10'N2 PT Y 43.9000 PC 175.00 5i8'.6' TITEN HD SCREW Y 49500 EA 111 75 MIGUEL N I ! Invoice Total of 4,412.77 due 10/25/2021. Eligible for discount of 41.24. Remit 4,371.53 p d b 10110/20 1 SWTOM 1 4,124.08 Paymenl M00045) Buyer. KRISTIN JASINSKI Sales Tas COL 7.W°.I I 28889 Ch.rg. 1. Accl 4.412.77 D.poa4 No .1— 1. 4 W.,d.r Mm. Pt.... Pay Thu, - oun1 4,412.77 - 15% r.sl.cWnO I.. Im duck rml— N. mtums .11.r 30 d.ys. Lumber Pd- Valallhly Lumbar P.—.n ull mrm<. r.Mcl mark., pd—.1 lh. turn. .1 d.11v.,y.I PI<kup B may nm match Q price, .n th. Q-IN-l" II-_ ....... . .. ..... ■ A SlgnaWr. KRISTIN JASINSKI Figure 6. Naples Lumber Receipt Detailing Materials Purchased are Consistent with Note #30 on Approved Plans including (4) 2x12x 12ft PT Ledger Boards, (14)1.75"x 11.75" LVL Joists and Simpson Joist Hangars. LB ENGINEERING 2026 Henley Place Fart Myers, FL 33901 (239) 936-7557 EXHIBIT - 080 - PAGE - 007 LB I STRUCTURAL ENGINEERING September 26, 2025 File Number: 25-147 ff�Collier County Collier County Building Official Collier County Growth Management Department 2800 N. Horseshoe Drive Naples, FL 34104 RE: PRFH2O24104123201 - Building Inspections To Whom it May Concern: As a Professional Engineer, I hereby submit this affidavit in accordance with the Florida Statutes and Florida Building Code requirements regarding construction inspections. I have personally observed, or have caused to be observed under my responsible charge, the installation and/or construction of the following items: 200 — Underground Plumbing Based on my observations and to the best of my professional knowledge, information, and belief, I certify that the above -referenced items were constructed in substantial compliance with the approved permit drawings, specifications, and the Florida Building Code (8th Edition, 2023). I further understand that the Collier County Building Department will rely on this letter and supporting documentation in lieu of conducting their own inspection or review of this aspect of the work. As such, I hereby agree to indemnify and hold harmless Collier County, its agents, officers, and employees, from and against any and all claims, liabilities, losses, damages, or expenses, including attorney's fees, arising from or in connection with the services I have provided as described herein. This letter is being provided to satisfy the County's requirements in allowing this portion of the work to proceed under my professional supervision and responsibility Respectfully submitted, Eric Liddle, P.E. P.E. 99245 LB Engineering \%%%III11111�, .�`� `co b�GEll%g ��OOi Z�. NO 99245 ��{1 .pO . � '. STATE OF <(/ ��i��,•.IF�ORIDP•'' ��:10 LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239)-936-7557 EXHIBIT - 081 - PAGE - 001 LB I STRUCTURAL ENGINEERING Inspection Report Project Name: Date: Jasinski Builders — 2225 23`d St. SW September 18, 2025 Project Address: Time: 2225 23`d St. SW, Naples, FL 34117 9:30am L&B Project No.: 25-147 Permit No.: PRFH2O24104123201 Contractor: Jasinski Builders Inspection No.: 1 Person(s) Present During Observation: Weather: 87°F Sunny Eric Liddle, Justin Spring, Kristen Jasinski Scope of Inspection: 200 — Underground Plumbing Inspection Type: Plumbing Disposition of Inspection: P Pass Fail - Re -inspection required l Comments: A representative from Jasinski Builders along with a licensed plumbing contractor �•/ met LB Engineering on site for the purpose of an underground plumbing inspection. The plumbing Removed all bathroom toilets in order to deploy a CCTV drain camera into the underground systems. Figures 1 &2: Toilets removed in bathroom locations for the purpose of cctv drain camera inspection confirm that the drain lines were properly pitched Figure 3: CCTV drain camera inspection with visible date of 9/18/2025 A CCTV drain camera was deployed at each bathroom location to inspect underground pipe systems. The camera systems rotating lens provided visual evidence for the purpose of inspecting Gradient and Flow Conditions, Joint Alignment, Debris Buildup, Overall Drain System Integrity CCTV inspection provided video footage of running water through the underground drain systems to conclude all systems are in good condition and functioning and flowing as intended. Additionally, CCTV inspection was used to measure the depth of pipes at various intervals to further confirm that the drain lines were properly pitched. *Videos of drain camera footage can be provided to Collier County Building Officials upon request. LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 081 - PAGE - 002 LB I STRUCTURAL ENGINEERING Figure 4: Photo provided to show in progress construction of bathroom pvc plumbing pipes Figure 5: Soil removed to expose drainpipe for material inspection. 3" sch 40 pvc pipe observed. Figure 6: Drain cleanouts observed at north and south elevations with approved fittings Based on visual observations, camera inspection and review of provided plans and construction photos, the underground plumbing system conforms to applicable sections of the Florida Building Code (Plumbing) and is deemed compliant and approved. Copy To: Jobsite/Contractor Inspector: Eric Liddle, P.E., FL#99245 LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 081 - PAGE - 003 OR LB STRUCTURAL ENGINEERING rll7- Figure 1: Toilets Removed in bathroom locations for the purpose of CCTV drain camera inspection Figure 2: Toilets Removed in bathroom locations for the purpose of CCTV drain camera inspection LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 081 - PAGE - 004 I- t14•T. LBISTRUCTURAL ENGINEERING i Figure 3: CCTV drain camera inspection with date stamp 9118125 Figure 4: Construction photo showing underground pvc plumbing pipe stubs LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 081 - PAGE - 005 LB I STRUCTURAL ENGINEERING Figure S: 3" sch 40 underground drainpipe observed at South Elevation Figure 6: PVC Drain Cleanouts observed at North and South Elevations LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 081 - PAGE - 006 LBISTRUCTURAL ENGINEERING September 26, 2025 File Number: 25-147 Col l ier Cou n—P ty Collier County Building Official Collier County Growth Management Department 2800 N. Horseshoe Drive Naples, FL 34104 RE: PRFH2O24104123201 - Building Inspections To Whom it May Concern: As a Professional Engineer, I hereby submit this affidavit in accordance with the Florida Statutes and Florida Building Code requirements regarding construction inspections. I have personally observed, or have caused to be observed under my responsible charge, the installation and/or construction of the following items: • 136 — Impact Glass Based on my observations and to the best of my professional knowledge, information, and belief, I certify that the above -referenced items were constructed in substantial compliance with the approved permit drawings, specifications, and the Florida Building Code (8th Edition, 2023). I further understand that the Collier County Building Department will rely on this letter and supporting documentation in lieu of conducting their own inspection or review of this aspect of the work. As such, I hereby agree to indemnify and hold harmless Collier County, its agents, officers, and employees, from and against any and all claims, liabilities, losses, damages, or expenses, including attorney's fees, arising from or in connection with the services I have provided as described herein. This letter is being provided to satisfy the County's requirements in allowing this portion of the work to proceed under my professional supervision and responsibility Respectfully submitted, » i 1101111 OSERI- Co �,1GElljg �� /C �► to No 99245 �11 =_ Eric Liddle, P.E. P.E. 99245 4 LB Engineering sT 'Af � � •, ATE OF •' w � i��s►'•.I�ORIDP•'' LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239)-936-7557 EXHIBIT - 082 - PAGE - 001 II OR LB I STRUCTURAL ENGINEERING Inspection Report Project Name: Date: Jasinski Builders — 2225 23`d St. SW September 18, 2025 Project Address: Time: 2225 23`d St. SW, Naples, FL 34117 9:30am L&B Project No.: 25-147 Permit No.: PRFH2O24104123201 Contractor: Jasinski Builders Inspection No.: 1 Person(s) Present During Observation: Weather: 87°F Sunny Eric Liddle, Justin Spring, Kristen Jasinski Scope of Inspection: 136 — Impact Glass Inspection Type: Windows Disposition of Inspection: RPass Fail - Re -inspection required Comments: Jeld-Wen Single Hung Windows Observed to be Installed per Approved Plans (See Figures 1-3) #12 x 2 1/4" Tapcon Masonry Fasteners Observed to be used for Window Installations (See Figures 3&4) Florida Product Approval #14095 Observed to be in Accordance with Approved NOA Index (See Figures 5&6) Collier County Approved NOA Index (See Figure 8) Quality of window construction and thickness of glass is consistent with an impact rated window. Florida Product Approved Windows were installed in accordance with the approved plans and applicable building codes. Copy To: Jobsite/Contractor Inspector: Eric Liddle, P.E., FL#99245 LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 082 - PAGE - 002 MW LBISTRUCTURAL ENGINEERING — Figure 1: Jeld-Wen Single Hung Windows Observed to be installed per approved plans LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 082 - PAGE - 003 LB I STRUCTURAL ENGINEERING Figure 3: Jeld-Wen Single Hung Windows Observed to be installer) per approved plans Figure 4: Tapeon Masonry Fasteners Observed at Window Installations LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 082 - PAGE - 004 I -- LB I STRUCTURAL ENGINEERING Figure 5: Tapeon Masonry Fasteners Observed at Window Installations �nvul.t-huNV PREMIUM ATLANTIC" VINYL UNIT SIZE 35a,4' a ndia' ROUGH 36-V6' Si-1!4• OPENING SIZE FRAME FLDPMA MANGE INTERIOR COLOR WHIM EXTERIOR COLOR vnl SCREEN +�. suNeu GLASS RATING CODE "I'll fe :xt y4{ tN)ISeL WARRANTY- �• 10 YF?9 1 14188 �Nlllllll A roval #14095.1 Matches Approved CC NOA Index Figure 6: Florida Product A�� LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 082 - PAGE - 005 LB I STRUCTURAL ENGINEERING I Figure 7: Florida Product Approval #14095.1 Matches Approved CC NOA lndew naaro.>: rzzs z3ta srrPotsw Polio Number: 45SG02,000a INDEX SHEET xxoN ,ten.maa ar. Go M)T GaOHHDY u,gar. FL ),Id olr..nNv.agrm.eD.ware-, FL PRODUCT APPROVAL / MIAMI-DADE NOA w„,„,rill»rr,�mr.rl.Fm, n:lutle cnmPle[c pmtlu[[ number v.'Itn pe<Imal. faemple: Z00519.03 or 11563.Z Section A: � DOORS 4 COMPONENT WNUFACn18E8/M0DEL IMPACT FL PNNOA4 Eap, Date DOlin Pressure z synnyn5 z sha�ns 3 Garage D I Section B: WINDOWS _N COMPONENT MANUFARURER/MODEL IMPACT FL PA/NOA4 Eap. Date Deflp Pr x 51neI01)bl Hung Jnitl-Wan .1.5131ap411 '. 50 PPI 3 'G cement a 11P[Ixan1al511tlrr 5 Mttllien G Skyliehn 8 S 10 Section C: ROOFING PRODUCTS M COMPON"T MANUFACRIREFI/MODEL FL PA/NOA4 FaP. Date Ov,ISn Pressure i Shinyl••y Asphalt _. 1 Metal 3 ill' Santa Fe CIAy TRe 21.01111,1.05 211m a SlnNlc Ply ' 5 Untlartaymnnl RpPlnaae Rovl L'WMa'Anpnt el Sm4y DIe1OPp lnmvauPns rav tm@6M31 8 Ven[s T. 9. Se[Llon D: STORM SHUTTERS COMPONENT 1AAr1UF—AER/MODEL FL PA/NOA4 P. Da[P De4RPP—'. 1 1 3 Section E: PANEL WALLS 4 COMPONENT MANUFA REA/MODEL Ft PNNOA 4 Ev. Date owe. Pressure x Wr.0 x Stor fl- 3 - a PRODUCT APPROVALS/NOAS MUST BE ONSITE AT TIME OF INSPECTION Figure 8: Florida Product Approval #14095.1 Matches Approved CC NOA Index LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 082 - PAGE - 006 LB I STRUCTURAL ENGINEERING LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 082 - PAGE - 007 LB I STRUCTURAL ENGINEERING September 26, 2025 File Number: 25-147 —f Collier County Collier County Building Official Collier County Growth Management Department 2800 N. Horseshoe Drive Naples, FL 34104 RE: PRFH2O24104123201 - Building Inspections To Whom it May Concern: As a Professional Engineer, I hereby submit this affidavit in accordance with the Florida Statutes and Florida Building Code requirements regarding construction inspections. I have personally observed, or have caused to be observed under my responsible charge, the installation and/or construction of the following items: • 309 —Remodel —Rough A/C Based on my observations and to the best of my professional knowledge, information, and belief, I certify that the above -referenced items were constructed in substantial compliance with the approved permit drawings, specifications, and the Florida Building Code (8th Edition, 2023). I further understand that the Collier County Building Department will rely on this letter and supporting documentation in lieu of conducting their own inspection or review of this aspect of the work. As such, I hereby agree to indemnify and hold harmless Collier County, its agents, officers, and employees, from and against any and all claims, liabilities, losses, damages, or expenses, including attorney's fees, arising from or in connection with the services I have provided as described herein. This letter is being provided to satisfy the County's requirements in allowing this portion of the work to proceed under my professional supervision and responsibility Respectfully submitted, Eric Liddle, P.E P.E. 99245 LB Engineering LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239)-936-7557 EXHIBIT - 083 - PAGE - 001 LBISTRUCTURAL ENGINEERING Inspection Report Project Name: Jasinski Builders — 2225 23rd St. SW Project Address: 2225 23rd St. SW, Naples, FL 34117 L&B Project No.: 25-147 Contractor: Jasinski Builders Person(s) Present During Observation: Eric Liddle, Justin Spring, Kristen Jasinski Date: September 18, 2025 Time: 11:00am Permit No.: PRFH2O24104123201 Inspection No.: 1 Weather: 87°F Sunny Scope oflnspection: 309 — Remodel — Rough A/C Inspection Type: Air Conditioning Disposition of Inspection: n Pass U Fail - Re -inspection required Comments: A representative from Jasinski Builders met LB Engineering on -site at the subject Address for the purpose of a Rough A/C inspection. Figures 1&2: A/C ducting observed to have adequate supports in attic space Figures 3&4: A/C Condensers and Mini Split Units Observed to be Correctly Installed on Concrete Pads with Disconnects. Figure 5: TapCon Masonry fasteners observed at all Mini Split installation locations Figure 6: A/C wiring observed to be installed in Liquid Tight conduit at all locations Figures 7&8: Client provided photos showing return and supply box installations. Plenum boxes observed to be correctly installed based on photo evidence. LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 083 - PAGE - 002 LB I STRUCTURAL ENGINEERING Figure 9: A/C Supply and return grilles observed to be correctly installed at all locations. Central A/C system was installed prior to remodel work and assumed to be in compliance based on prior inspections. To the best of my professional judgment and based on my inspection and verification, the rough mechanical (A/C) work is in compliance with the Florida Building Code Copy To: Jobsite/Contractor Inspector: Eric Liddle, P.E., FL#99245 LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 083 - PAGE - 003 LB I STRUCTURAL ENGINEERING Figure 1: Adequate Duct Supports Observed in Attic Space Figure 2: Adequate Duct Supports Observed in Attic Space LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 083 - PAGE - 004 LB STRUCTURAL ENGINEERING k W I ' k `` Figure 3: Mini Split Unit Observed to be Correctly Installed on 24,06 Concrete Pad with Disconnect. t i'" ' C n ` I�1 1t Figure 4: A/C Condensers and Mini Split Units Observed to be Correctly Installed on Concrete Pad with Associated Disconnects. LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 083 - PAGE - 005 LB I STRUCTURAL ENGINEERING .:;�. "....:._� ..� .r,' }'`fr-•�•..:� `lemmr{a. yt '`.....1. ++�, T µ c 7 Figure 6. A/C wiring Observed to be in Liquid Tight Conduit at all Locations LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 083 - PAGE - 006 LB STRUCTURAL ENGINEERING Figure 7: In Progress Construction Photo Showing Proper Installation of Return Plenum Box LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 083 - PAGE - 007 LBI STRUCTURAL ENGINEERING Figure 9: AC Supply & Return Grilles Observed to be Correctly Installed LEI ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 083 - PAGE - 008 LBISTRUCTURAL ENGINEERING September 26, 2025 File Number: 25-147 )Collier -f County Collier County Building Official Collier County Growth Management Department 2800 N. Horseshoe Drive Naples, FL 34104 RE: PRFH2024104123201 - Building Inspections To Whom it May Concern: As a Professional Engineer, I hereby submit this affidavit in accordance with the Florida Statutes and Florida Building Code requirements regarding construction inspections. I have personally observed, or have caused to be observed under my responsible charge, the installation and/or construction of the following items: • 171 — Remodel - Residential Framing Based on my observations and to the best of my professional knowledge, information, and belief, I certify that the above -referenced items were constructed in substantial compliance with the approved permit drawings, specifications, and the Florida Building Code (8th Edition, 2023). I further understand that the Collier County Building Department will rely on this letter and supporting documentation in lieu of conducting their own inspection or review of this aspect of the work. As such, I hereby agree to indemnify and hold harmless Collier County, its agents, officers, and employees, from and against any and all claims, liabilities, losses, damages, or expenses, including attorney's fees, arising from or in connection with the services I have provided as described herein. This letter is being provided to satisfy the County's requirements in allowing this portion of the work to proceed under my professional supervision and responsibility Respectfully submitted, Eric Liddle, P.E. P.E. 99245 LB Engineering LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239)-936-7557 EXHIBIT - 084 - PAGE - 001 LBI STRUCTURAL ENGINEERING Inspection Report Project Name: Date: Jasinski Builders — 2225 23rd St. SW September 18, 2025 Project Address: Time: 2225 23rd St. SW, Naples, FL 34117 12:00pm L&B Project No.: 25-147 Permit No.: PRFH2O24104123201 Contractor: Jasinski Builders Inspection No.: 1 Person(s) Present During Observation: Weather: 87°F Sunny Eric Liddle, Justin Spring, Kristen Jasinski Scope of Inspection: 171 — Remodel — Residential Framing Inspection Type: Framing Disposition of Inspection: Q Pass ❑ Fail - Re -inspection required Comments: A representative from Jasinski Builders provided LB Engineering with photos of rough framing work that was completed during the remodel. In addition to the provided photos, Sections of interior walls were exposed for visual observation of completed framing. Figures I-3: "In Progress" photos showing interior wood framing consisting of 2"x4" stud walls @ 16" O.C. with Pressure Treated sill plates Figures 4: Tapcon Fasteners observed in bottom plate at exposed wall location Figures 5&6: 2"x4" wooden studs @ 16" O.C. observed at exposed wall locations After review of provided photos and onsite inspection at select exposed wall locations it is my professional opinion that framing work was completed in accordance with the approved plans and Applicable building codes. Copy To: Jobsite/Contractor Inspector: Eric Liddle, P.E., FL#99245 LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 084 - PAGE - 002 LBISTRUCTURAL ENGINEERING Figure 1: "In Progress" Construction Photos Showing 2"x 4" wood framing @ 16" o. c with PT Sill Plate Observed Figure 2: "In Progress" Construction Photos Showing 2"x 4" wood framing @ 16" ox with PT Sill Plate Observed LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 084 - PAGE - 003 LB I STRUCTURAL ENGINEERING Figure 3: "In Progress" Construction Photos Showing 2" x 4" wood framing @ 16" o. c. Figure 4: Use of Tapcon Fasteners Observed in bottom plate at exposed wall location LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 084 - PAGE - 004 LBISTRUCTURAL ENGINEERING Figure 5: 2x4 framing observed to be 16" o.c. at exposed wall location Figure 6: 2x4 framing observed at exposed wall location LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 084 - PAGE - 005 I LBISTRUCTURAL ENGINEERING September 26, 2025 File Number: 25-147 1�) Collier County Collier County Building Official Collier County Growth Management Department 2800 N. Horseshoe Drive Naples, FL 34104 RE: PRFH2O24104123201 - Building Inspections To Whom it May Concern: As a Professional Engineer, I hereby submit this affidavit in accordance with the Florida Statutes and Florida Building Code requirements regarding construction inspections. I have personally observed, or have caused to be observed under my responsible charge, the installation and/or construction of the following items: • 107 — Sheathing / Bucks Based on my observations and to the best of my professional knowledge, information, and belief, I certify that the above -referenced items were constructed in substantial compliance with the approved permit drawings, specifications, and the Florida Building Code (8th Edition, 2023). I further understand that the Collier County Building Department will rely on this letter and supporting documentation in lieu of conducting their own inspection or review of this aspect of the work. As such, I hereby agree to indemnify and hold harmless Collier County, its agents, officers, and employees, from and against any and all claims, liabilities, losses, damages, or expenses, including attorney's fees, arising from or in connection with the services I have provided as described herein. This letter is being provided to satisfy the County's requirements in allowing this portion of the work to proceed under my professional supervision and responsibility Respectfully submitted, Eric Liddle, P.E. P.E. 99245 LB Engineering `, %11111111�/ %% �pBERr No 99245 to 0� • STATE OF ,'�701VAL 1E�G LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239)-936-7557 EXHIBIT - 085 - PAGE - 001 OR LB I STRUCTURAL ENGINEERING Inspection Report Project Name: Date: Jasinski Builders — 2225 23rd St. SW September 18, 2025 Project Address: Time: 2225 23rd St. SW, Naples, FL 34117 9:30am L&B Project No.: 25-147 Permit No.: PRFH2024104123201 Contractor: Jasinski Builders Inspection No.: 1 Person(s) Present During Observation: Weather: 87°F Sunny Eric Liddle, Justin Spring, Kristen Jasinski Scope of Inspection: 107 - Sheathing / Bucks Inspection Type: Windows Disposition of Inspection: n Pass U Fail - Re -inspection required Comments: A representative from Jasinski Builders met LB Engineering on -site at the subject Address for the purpose of a sheathingibucks inspection. A representative from Jasinski Builders removed casings and drywall at select window locations for the purpose of inspection. Figure I: Window Casings and drywall removed for the purpose of inspection Figures 2-6: 3/4" min. thickness pressure treated bucking observed around all windows between the window frame and masonry block. Bucks observed to be square and plumb at all window locations 1/4" x 3" Tapcon masonry fasteners observed for window Installations with 1.25" or greater embedment Figure 7: Window bucks observed to be in compliance with manufacturers installation specifications LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 085 - PAGE - 002 LIM MR LB I STRUCTURAL ENGINEERING Window bucks appear properly installed, anchored and integrated with the wall assembly. Bassed on my Professional opinion, installation is acceptable and in compliance with code and structural requirements. Copy To: Jobsite/Contractor Inspector: Eric Liddle, P.E., FL#99245 Figure l: Trim Casings and Drywall Removed at Window Locations for the Purpose of Inspection LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 085 - PAGE - 003 LB I STRUCTURAL ENGINEERING Figure 2: Pressure Treated bucking observed to be square and plumb at window locations Figure 3: I/<"x 3" Tapcon Masonry Fasteners Observed at Window Installations with LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 085 - PAGE - 004 C� LB I STRUCTURAL ENGINEERING Figure 4: '/e"x 3" Tapcon Masonry Fasteners 12" o.c. Observed at Window Installations Figure 5: Pressure Treated Bucks Observed to be plumb with less than 114" shim space LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 085 - PAGE - 005 LB STRUCTURAL ENGINEERING I•-•r,w� TI• _ MASONRY INSTALLATION t 'II � • v fl�e°+f aA.n ]�aM�'e �SE�CTS �IT•ml 1{y..lamn� x=ilwJ ruME Y[•sarulm� ete"" PREMIUM ATLANTIC VINYL SH WINDOW Maas Frame DP RATI IMPACT 36x72 •1S /-70 1 YES +wsca uEvnor.mT�FsrrmEm v.rn+s - LARGE MISSILE IMPACT Ins"'t,tlon Note: 0ener4 Net.: 1. Seal Ibngvhame b wawa(. 1. The pmdtxt shod° nmeim is dmsigrted, tested and mandadured to campy wlh therW load vieria 2. Use 3116- RW Tapcon or equlmlenl fdelenas Mugh kame *Kh sueldwl b-9h lo pem a d Ue adopted InhmaBrnal Bulldog Code(IBC), Ne International RnIdmtial Code(IRC), he Fbdda mkermm d 1 114• Imo pataete w m—my al each bod. wKh a 2 1/7 mlo anm wipe dsbn ©. Fa Bu4dbg Code(FBDI Indudeg HVFR and he Mutuy iequYem nl lw he staled condkbu. -wete (min. rc • 3D00ps) a ma—f wostrom (CNN shot adhem to ASTNI C90I. 2 At glaring 0.1—f m to ASTM E W). 3. Mostseudure bawd masonry.. t d buck. y. iW0 b ld M desigW aW Ywed toWr aa V.nam ad WA7. At mninum, glaring ii 3mm anneaNd - I Imm airspace. 7mm armedetl • 2mm FVB lnuerla er 6y to d. stn -. The host s6uclure is the respawdoty, of the -NIM aengln-dremrd la the D.M-3mm—led prgectdmelaaatbn. 1. Use SVuduri a Mnpoeiie fhmS wrare mquied. This wNdule addresses omy ea tag— rewi xl to arxta d» wW- loachkl the 2led design preswte w to do size ftkelbra ```1k1111141aa7j�r ,.led 6 is not nemted as a guide Bo IM insta -1. laoeess and does E—D )131 Lakeport BNd not address he sewing r:onsidealion nit may Viet n diretettt wall ��.•`�Q• •• F �• 08113/2014 cwgebns. For du complete ealelledw Voced—see en 1.1ruvsrn .Z ; ' • p � JZaL+L7 n 1'el� "'ta,^ th F,ns. on. wadi padlaged with he wV4o.. a go M 7NT8 ihot4: (H Il 6e2-N61 Pretmlum Atlantic Vinyl Impact Single Hung Wlndow DISCWkffR;This d—,Ig and df comunts are w-t6amhl and ate na m N "OMwoaucedoopleeInmt ctbpwtwudo,&cbdb.?— exopt oe auttnd ay JELD4VEN W. �'� tee• 00 a Figure 6: Window bucks observed to be in compliance with manufacturers installation specifications LB ENGINEERING 2026 Henley Place Fort Myers, FL 33901 (239) 936-7557 EXHIBIT - 085 - PAGE - 006 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT 2800 N. Horseshoe Drive, Naples FL 34104 1 Phone (239) 252-2400 Incomplete Condition Notice October 08, 2025 JOB SITE ADDRESS: 2225 23rd ST SW, Naples Permit Number: PRFH2O241041232 Condition Description: Engineering Certificate/Letter (Plumbing) A sufficiency review of your document submitted for the condition is insufficient. The following items are insufficient and will need to be corrected: Please seal this document. Please submit and Engineered letter for the missing 200 Plumbing U.G. inspection. 61G15-23.003 Procedures for Physically Signing and Sealing Plans, Specifications, Reports or Other Documents. Engineering plans, specifications, reports or other documents which must be signed, dated and sealed in accordance with the provisions of Section 471.025, F.S., and Rule 61G15-23.001, F.A.C. may be physically signed, dated and sealed as provided herein �- by the professional engineer in responsible charge. (1) The licensee shall sign by hand an original of the licensee?s signature on each page required to be sealed. A scanned, facsimile, digitally created or copied image of the licensee?s signature shall not be used. (2) The licensee must then use a wet seal, a digitally created seal, or an embossing seal placed partially overlapping the licensee?s signature on each page required to be sealed. The placement of the seal shall not render the signature illegible. Rulemaking Authority 471.025(1), 668.006 FS. Law Implemented 471.025 FS. History?New 8-18-98, Amended 9-4-05, 5-6-09, 1-5-12, 8-20-12, 12-10-13,11-3-15. Outstanding documents can be submitted online. Your application can be accessed here: htt)s://cvaortal.colliercountYn.gov/CitvViewWcb/ EXHIBIT - 086 - PAGE - 001 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT 2800 N. Horseshoe Drive, Naples FL 34104 1 Phone (239) 252-2400 Incomplete Condition Notice October 10, 2025 JOB SITE ADDRESS: 2225 23rd ST SW, Naples Permit Number: PRFH2O241041232 Condition Description: Engineering Certificate/Letter (Structural) A sufficiency review of your document submitted for the condition is insufficient. The following items are insufficient and will need to be corrected: Please have the inspection affidavit letter digitally signed by Engineer. Outstanding documents can be submitted online. Your application can be accessed here: https://cvportal.colliercountyfl.ov/CityViewWeb/ EXHIBIT - 087 - PAGE - 001 I-- 0 0 0 0 0 0 0 0 0 0 F-A 0 0 0 0 0 0 0 0 0 a 0 Nj N Nj NJ r-i Nj r\j r1i m r1i PO (.n Ul Lri Ln M (D Ul Lrl Ul LA Ln -P. 4 V 77 7 mmo I I I r- m r- m (D :3 (D D rt to rt rr (D (D (D (D (D (D n n D7 (D (D n Pt rt Ili -P� 4 JCL k" P.-A L n to V) U 07 x- T- 7 I to v la (Z EXHIBIT - 088 - PAGE - 001 Is— m Ul a -L A -A Ul Ul 00 w w -n ;u N W CA 3 3 CD (D 0 0 0 (D o (n CD m 0 m CD CD in (n -n > 0 0 0 0 0 a 3. ou ;u r- m 0 CD cn (D 0 0 (D 0 0 5 U) 'a (D 0 5 cn (D 0 57 cn (D 0 :5 U) _0 (D 0 5 (n _0 (D 0 0 cn _0 (D 0 0 vi 'a (D 0 cn T) (D C) 0 ua (D 0 0 x 07 (D 0 O co -0 w (1) U) :3 0 - (D U) �a 0 a (D 0 O (D QO T w U) ct) O 0 (D Ct) x 0 cr (D 0 0 (.0 0) (l) U) =r =3 0 (D 0 Cr (D 0 0 - (D C4 m cn Cf) =r :D 0 - (D Cf) x 0 CS (D 0 0 0 QO -u Al cn U) zr =3 0 (D U) x 0 cr (D 0 0 CO -0 Q) (n U) Z3- :3 (D Cn x 0 u (D 0 0 ^ -u a) Ur U) :n 0 (D cn 0 a" (D 0 0 N) w (1) (1) 0 - (D (n 0 07 (D O �3 :5-_, m U) (n 0 - m U) 0 CT (D O ^ Q) (n (f) 0 m (n 0 0- (D 0 0 (D a) U) (1) =3 0 (D (1) 01 N) -p- N) (il N) -f-1 PQ N) Cn NJ 4N. N) YQ N) cn N) N N) N) ul N 41- N) N) N) CD N -A N) N) N) Cil N) P N N Ul N) A N ro cn A N Pt) N) cn •p N) NJ Ol N) N) CD (D 0- Cl) (D CL (n (D a cn (D Q. (n (D 0. U) (D a (n (D 0. (D (D a (D (D W (D w (D m m m m R). m 2. m m m m m 0 0 0 0 0 C) C) 0 0 CD C) K5 N) N) N) PI) N) N) rl) N) N) N) rlj N) NJ N) N) r1i N) N) N) N K5 N) K) N) PQ C) 0 C) 0 C) 0 0 CD 0 C) 0 N) N N) N) PQ r*l) r1l) N-) N) N N) cn cn cn cn cn cn Ul cn (n rn Cn EXHIBIT - 089 - PAGE - 001 County Staff conducts final inspections and approves all final inspections besides electrical which required minor changes EXHIBIT - 090 - PAGE - 001 ,ITIOR iiACAi7QKristen Jasinski <kristen@naplesfloridavacationhomes.com> PRAC20241O42897 - 2225 23rd Street SW - Inspections 1 message Kristen Jasinski <kristen@jasinskibuilders.com> Mon, Oct 27, 2025 at 12:07 PM To: myron.jacobs@collier.gov Cc: inspections@colliercountyfl.gov, inspections@collier.gov Myron, 10 days ago I sent an email to Inspections@colliercountyfl.gov and never received a response. I recognize the County has a new format for email addresses. It seems every has transitioned to XXX@Collier.gov. I'm not certain if the old emails of XXX@colliercountyfl.gov are still working. From the main phone number, 239-252-2400 and select the options for Inspections, the message says to leave a message or send an email to inspections@colliercountyfl.gov. I have also left at least two voice mails over the past 10 days and have never received a response. Next, with respect to PRAC20241042897 the accessory structure at 2225 23rd Street SW, the portal still shows 2 pending inspections for Impact glass and Soffit Coverings in Progress. These inspections were both passed in mid - August and mid -September. At some point I did submit a revision to change the window type from an awning window to a horizontal slider. When the inspection took place, the horizontal slider (type I changed it to) was in place. Your assistance to clear up this will be appreciated as I look to close this permit out very soon. Thank you Myron �- Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 If BUJ I LD E RS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com EXHIBIT - 091 - PAGE - 001 1p8CA'irlom Kristen Jasinski <kristen@naplesfloridavacationhomes.com> 2225 23rd Street SW - House Modifications - CESD20240001058 1 message Kristen Jasinski <kristen@jasinskibuilders.com> Thu, Oct 30, 2025 at 10:23 PM To: Bradley Holmes<bradley. holmes@colliercountyfl.gov> Bradley, With respect to the main house at 2225 23rd Street SW, we will need to request an extension from the Magistrate next week. Though we have made significant progress on the inspections, a key electrical component for the electrical service upgrade which was incorporated with this permit is still on order. We expect it won't arrive until around November 10th. Once it is installed some significant wiring to connect to new panels for the new well house and pool system must be wired. If you review permit PRFH2O241041232, you will see that we have made tremendous progress with respect to all other rough and final inspections. Regards, Kristen Jasinski Certified Residential Building Contractor# CRC1333281 �A5�5K�i ;:�--��JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com EXHIBIT - 092 - PAGE - 001 YBCiMtOR Kristen Jasinski <kristen@naplesfloridavacationhomes.com> RE: 2225 23rd Street SW - House Modifications - CESD20240001058 1 message Bradley Holmes <Bradley.Holmes@collier.gov> Fri, Oct 31, 2025 at 7:46 AM To: Kristen Jasinski <kristen@jasinskibuilders.com> Hello again, I have submitted this email request for an extension of time to our legal team for processing. They will schedule the hearing at the next available hearing — not guaranteed that it will be for November 7th, but the Magistrate will be aware of his last order from 8/1. When that hearing is scheduled I will have an updated rundown of the completed inspections in the permit available for reference by you and I. Respectfully, Bradley Holmes Supervisor - Code Enforcement Code Enforcement Office:239-252-2328 Mobile,239-877-8124 15450 Collier Blvd Naples, FL 34119 Bradley. Holmes@collier.gov My email address has changed. Effective immediately, please update your contact list to use this new address: Bradley. Holmes@collier.gov From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Thursday, October 30, 2025 22:23 To: Bradley Holmes <Bradley.Holmes@collier.gov> Subject: 2225 23rd Street SW - House Modifications - CESD20240001058 -t- Collie" UOU-14,00al EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Bradley, With respect to the main house at 2225 23rd Street SW, we will need to request an extension from the Magistrate next week. Though we have made significant progress on the inspections, a key electrical component for the electrical service upgrade which was incorporated with this permit is still on order. We expect it won't arrive until around November 10th. Once it is installed some significant wiring to connect to new panels for the new well house and pool system must be wired. If you review permit PRFH2O241041232, you will see that we have made tremendous progress with respect to all other rough and final inspections. EXHIBIT - 093 - PAGE - 001 L COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT 2800 N. Horseshoe Drive, Naples FL 34104 1 Phone (239) 252-2400 Incomplete Condition Notice November 03, 2025 JOB SITE ADDRESS: 2225 23rd ST SW, Naples Permit Number: PRFH2O241041232 Condition Description: Energy Calc Result Summary Sheet A sufficiency review of your document submitted for the condition is insufficient. The following items are insufficient and will need to be corrected: Please sign and date the owner/agent section right below where the preparer signs on the Energy Calculation Summary page PAGE #2 Any Questions please call me 239.252.2943 or E-Mail (Preferred ) Wayne.Hendrickx@collier.gov Outstanding documents can be submitted online. Your application can be accessed here: httl2s:Hcvl2ortal,colliercountyfl.gov/ciiyviewweb/ EXHIBIT - 094 - PAGE - 001 2800 Horseshoe Drive North Naples, Florida 34104 Miranda.Paredes@collier.gov My email address has changed. Effective immediately, please update your contact list to use this new address: Miranda. Paredes@collier.gov -f- 0 X o -31,. From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Tuesday, November 4, 2025 2:50 PM To: Miranda Paredes <Miran da.Pared es@collier.gov>: Miranda Paredes <Miranda.Paredes@collier.gov> Subject: Over charged for Inspection Fees PRAC20241042897 - 2225 23rd Street SW Accessory Structure EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Miranda, I have been running in circles for roughly a month trying to resolve inspection issues on the above referenced permit. This relates to both the 136 Impact Glass and 154 Soffit Covering In Progress With respect to 154 - Soffit Covering in Progress We failed this on August 13th as the guys weren't quite ready when the inspector arrived. Then we passed this on 8115 by Karl Pabst. For some odd reason after a period of time the system started showing it still as a pending inspection, even though we had already passed the inspection. No revision was ever made to the Soffits. With respect to 136 - Impact Glass This passed inspection on 9/16. Similar to the above, after a period of time the system started showing this as a pending inspection even though I had already passed this inspection. I did atone point submit a revision to correct the type of window from a PGTAwning/Casement window to a Horizontal Slider. When we went to order the product, we changed the window type. I realized I hadn't updated the NOA on file with the Permit and so I submitted a revision to make sure the county records matched what was installed. I paid for a revision and this was done before final inspection so there was no reason for another inspection. Over the course of several weeks made numerous attempts to contact the inspections and other departments to get the "pending inspections" resolved prior to calling the final inspections. This included emails with Mr. Myron Jacobs. Finally since I was not able to get this matter resolved with folks working from your main office, I reached out to both inspectors who had passed the inspections. Mr. Karl Pabst called me to say he stopped by to refresh his memory and cleared it up. Thereafter the permit was charged for two additional fees. The Horizontal Slider is what was in place at the time of the 136 inspection passed on 9/16. It is wrong that I am charged again for inspections which were already charged. Today I visited the building department and spent another hour trying to get this mess resolved. Thomas Messer thoroughly examined all the records. He directed me to Inspections. I spoke with one man and the female supervisor. They said they don't have the power to remove the fees and directed me back to you or Myron to try and resolve these fees. Thomas told me to contact you in inspections doesn't end up helping out. It seems Myron is the only person who has the power to make it right. Thanks in advance Miranda for helping to get this resolved. Lastly, can you tell me if the email addresses ending in "colliercountyfl.gov" are redirected to the "collier.gov" email addresses? I am sending this message to both versions of your email. Regards, EXHIBIT - 095 - PAGE - 001 PAQ1Y9'lOf7 Kristen Jasinski <kristen@naplesfloridavacationhomes.com> Re: Status - Well House at 2225 23rd Street SW - CESD20240001061 1 message Kristen Jasinski <kristen@jasinskibuilders.com> To: Bradley Holmes <Bradley. Holmes@collier. gov> Bradley, Here are additional files (2nd email) photos to show the Magistrate. Regards, Kristen Jasinski Certified Residential Building Contractor# CRC1333281 BUILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Thu, Nov 6, 2025 at 9:33 PM Kristen Jasinski <kristen@jasinskibuilders.com> wrote: Bradley, Attached are files which I would like to share with the Magistrate with respect to our request to have fees reduced. Given the file size I will send in a couple of emails. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 �BCJILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Fri, Oct 31, 2025 at 7:39AM Bradley Holmes <Bradley.Holmes@collier.gov> wrote: Hello Kristen, Thank you for your email. Thu, Nov 6, 2025 at 9:34 PM I am glad to hear this has been resolved. I have updated the code case and generated the affidavit of compliance. This document is submitted to our legal team who will then process to have the case scheduled for an Imposition of Fines hearing. At that hearing, you will have the opportunity to request waiver or reduction of the fine amount. *1 do not have a date certain for the scheduling of this hearing' Ahead of that hearing, please ensure the operational costs from the last hearing have been paid — see below. Any evidence you feel supports your request for waiver or reduction should be brought with you. If you have it in digital format, you may provide it EXHIBIT - 096 - PAGE - 001 to me via email. I will add it to the case folder and I will open the document(s) at your direction while you are speaking with the Magistrate. Inspections I Violations I Incidents I Contacts Fees 1 Deposits and Bonds (code enforcement) [ Documents and Images I Correspondence Vehia Case Information A Case Number CESD20240001061 Type !Site Development Status ;Open � Inspector iBradley Holmes Description Tyjoe Pro erb,Alert 45960240004 Property Moderate 2225 23rd ST SW, Naples Address .................. .. .. ..._........ ...__._..._.._ . _...... . .......................... Fee Search / Make Payment View All Activities on this Case Add a new person or business to Address Book Fees Show Me All Fees Recalculate All Fees Recalculate Selected Fee Add a Fee Link Type Fee Amount I Pa, able? Amount Paid Paid? Date Paid Operational Costs (SM) l l $ 111.70' ! 5 111.70 : 1q1 06/21/2024 ... Operational Costs (Sh1) 1 S 111.90 : Y. $ 0.00 L Payment in Progress? Total Amount Owing 5IT1.90 Paid $111.70 Adiust Fee Description 1 8-1-25 OSM IOF ops cost./ML I Selected Fee Amount Owing 1 $111.90 Entered By Miriam Lorenzo Date Due Date Entered 1 08/04/2025 Fee Calculation Rate �r (IfApphcable) Show More Fields Calculated Quantity $1.00 Override GL Account 1011-138911-343922 Best Regards, Bradley Holmes Supervisor - Code Enforcement Code Enforcement Office:239-252-2328 Mobile:239-877-8124 15450 Collier Blvd Naples, FL 34119 Bradley. Holmes@collier,gov My email address has changed. Effective immediately, please update your contact list to use this new address: Bradley. Holmes@collier.gov From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Thursday, October 30, 2025 21:57 Collier County @Ilh 0 a M EXHIBIT - 096 - PAGE - 002 L To: Bradley Holmes <Bradley.Holmes@collier.gov> Subject: Status - Well House at 2225 23rd Street SW - CESD20240001061 EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Hello Bradley, Please be advised that the original well house at 2225 23rd Street SW which was the subject of the above reference Code Enforcement case has been fully demolished. We have completed all of the respective inspections and other requirements under permit #PRDM20241042895. At next week's hearing with the Magistrate I would like to request that the accrued fines be reduced or eliminated. Can you provide instructions as to what needs to be done to make that request? I do have aerial photo evidence that the well house existed when the house when the house received it's original certificate of occupancy in 2000. Thank you for any guidance you can provide. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 C7�&S4�& �.. : �BZJILDERS' Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. 3 attachments 2225 23RD JAN 2000 TIF IMAGE.pdf 7897K ,n 2225 23rd St 2000 aerial.pdf 6938K 2225 23rd St 2001 aerial.pdf 7308K EXHIBIT - 096 - PAGE - 003 99-day continuance granted on August 18, 2025 EXHIBIT - 097 - PAGE - 001 ua U) 0Ln n m 0 3 n 0 0 3Cep 0 0 3 =r U) 0 3 Q 0 0 rt 0 C:3t to JID C 21 J(D CL 2 (n :3 -v 0) n Z Ul ri w F- N F- F- ;Q n w Ul -0 n I I C: �— I o X " 1 1 o r- V) t-4 --- (D (n o 0) OJ 0 (D (D (D �Y) (D a) n �j o- o- (D r�j 0 c) — (D N0 0 w :3 u) :::� (D Uj c: N (D (D < (D D n) V) 0) Ln n - 0 cn . OL (D Ca- w = (D o N 0 M U) Ln O Ln Ln 0) 0 !="o Ln c (D cn 0 (D :3 :D (D n in :3 C) D -0 CL (D 3 "(OD o- n 0 1 27 :3 (D n 0 0 _0 (D Ln 0 n -1 (D rT 0 z i5- rt -0 c 0 0 (D 0 0 0 z ro (D (D 0 CP o (D cn CL -0 w n n Ul) n =) r-r C) Ul (D (D Ln 0 (D (D V) 0 (D — cu n r) U) rD :3 0 n 0---- :3 ro o T1 n M :.;- n :w3 w= ''J Ul UJ 0 3 w 0 (n zr W W (D F\j Ln -1 n zy (D > 03 (D ul 0 --" ED --% rt n 0 zr n w Z)- rr zr ::r w :3 (D (D Dn - to (D 0- C: > w (D (D (D Ul) cL -0 Q (D (D z c- m 3 c: '0 n (D m U) 73 -rN w (D co 0 c "a V) :3 m n a (D (D O z z m m n n a. 57 U) _0 (D 0 LU N) CO OD 4 CY) 0 U) CD m EXHIBIT - 098 - PAGE - 001 Al w ilt U) V) C) 0 N) (-n iv C) O IV Collier Blvd Nagle 0 Naples, FL 34119 to Bradley. Holmes@collier.gov ~" My email address has changed. Effective immediately, please update your contact list to use this new address: Bradley.Holmes@collier.gov From: Kristen Jasinski <kristen@jasinskibuilders.com> Sent: Monday, December 1, 2025 08:00 To: Bradley Holmes <Bradley.Holmes@collier.gov> Cc: Jeffrey Letourneau <Jeffrey.Letourneau@collier.gov> Subject: Follow up to Code Enforcement Cases - 2225 23rd Street SW EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. RE: CESD20240001061 (Pump house) & CESD20240001058 (Main House Hello Bradley, I hope you had a pleasant Thanksgiving. As you know the pump house was demolished and the permit pertaining to it has been fully closed. There are accrued fines which we need to ask the Special Magistrate to reduce or eliminate. Also with respect to the main house, we have completed all inspections except for the 503 Electrical Service Change and 172 Residential Remodeling Building Final. 522 Final Electrical is only pending completion of the service upgrade. L. This delayed is caused by continual delays from the manufacturerABB / GE of the MDP Panel. Though we ordered this specialty panel back in early August within weeks of getting the permit approved, the manufacturer keeps pushing back the due date. This week our ship date of November 27th changed yet again to December 16th. It will be shipping from Mexico so we expect to receive it shortly after Christmas. Of course our electricians stand ready to wrap up this service upgrade once they receive the equipment and then it will be for FPL to finalize the service upgrade. This service upgrade is new work which was permitted together with the after -the -fact work. There are accrued fines on both Code Enforcement matters which we need to ask the Special Magistrate to reduce or eliminate. My challenge is that I have to leave the country in January for an extended period of time to seek medical care for my daughter with special needs. It makes it very difficult to make plans for that when I have no idea when I will be given a hearing date before the Special Magistrate to reconsider the accrued fines. The fines began accruing simply for the fact that we overlooked the need to go back to the magistrate and ask for additional time. All the while we actively working hard to pursue the after -the -fact permit, always responding very quickly to any requests the plan reviewer made. Can we possibly get a hearing before the Magistrate or have him reconsider the accrued fines outside of the monthly hearing dates? Please advise. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 EXHIBIT - 099 - PAGE - 001 ?A�ATIOA Kristen Jasinski <kristen@naplesfloridavacationhomes.com> Re: Follow up to Code Enforcement Cases - 2225 23rd Street SW 1 message Kristen Jasinski <kristen@jasinskibuilders.com> Tue, Dec 2, 2025 at 9:53 PM To: Bradley Holmes <Bradley.Holmes@collier.gov> Cc: Jeffrey Letourneau <Jeffrey. Letourneau@coll ier.gov> Bradley, Thank you for your call today and for your follow up to confirm the County will not put our cases on the docket for this Friday, December 5th I'd like to have the record reflect that I had contacted you at least 1-2 weeks prior to the November hearing date to request a hearing before the Special Magistrate in November to request additional time to complete the work. Unfortunately that request for a hearing did not result in a hearing time being scheduled in early November. I was prepared to share with the Magistrate all of the inspections which have in fact been completed since our last hearing in August. Furthermore, I was prepared to share a document to confirm that the MDP panel for electrical service upgrade was in fact ordered on August 18, 2025 and has been back ordered multiple times. For whatever reason, that hearing was not scheduled despite my request and so we were denied the venue and opportunity to request additional time from the Magistrate. I do thank you for your consideration and understanding of our challenges with backordering of this essential large custom-made electrical component. Thank you also for your understanding that we too are anxious to close out the related permits and code enforcement cases. We shall continue to follow up with the manufacturer and our electrician and hope there won't be further delay. We will look forward to receiving notices of the hearing for both code enforcement cases on Friday, January 9th. Thank you in advance for ensuring our matters are heard. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 T� BfJILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com On Tue, Dec 2, 2025 at 1:46 PM Bradley Holmes <Bradley. H olmes@collier.gov> wrote: Good afternoon, After discussion with management, we will not be able to schedule the two cases for the 12/5 hearing. However, we will be able to schedule them for the 1 /9126 hearing. Please keep a lookout for the hearing notices. Most respectfully, Bradley Holmes Supervisor - Code Enforcement Code Enforcement OfFce:239-252-2328 Mobile:239-877-8124 _t Collier County EXHIBIT - 100 - PAGE - 001 I% — 111iCATION Kristen Jasinski <kristen@naplesfioridavacationhomes.com> After -the -Fact Permit at 2225 23rd Street SW PRFH2O241041232 1 message Kristen Jasinski <kristen@jasinskibuilders.com> Tue, Dec 2, 2025 at 1:06 PM To: Myron Jacobs <myron.jacobs@collier.gov> Cc: Bradley Holmes<bradley. hoImes@colIiercountyfl.gov> Hello Myron, I hope your Thanksgiving was pleasant. With respect to the above referenced permit, we are coming very close to finishing all inspections. All that remains is the 503 Service Change. We have a partial pass on the 522 Electrical Final (pending approval of 503) and Final Building. The service change is held up by a challenge in getting the large MDP panel for the new 800A service. It has been on order since early August (shortly after permit was approved) but due to supply chain for manufacturing problems, our order has been back ordered several times. The latest news is that the manufacturer expects to ship the components on December 17th from Mexico which means it likely arrive in Naples before year-end. Then of course the electricians need to install it and connect all panels throughout this large home, etc. This email is to request permission to have the County officials conduct a 172 Remodel Res Building Final. We are ready now except for the service change so we would hope for a partial pass on the 172 subject to approval of the Service Change. The reason for this request is: 1. This after -the -fact permit is the cause of a code enforcement case (CESD20240001058) which has been going on since early 2024. We anxious to have this matter resolvedand also want to demonstrate to the Code Enforcement officials and the Special Magistrate our willingness to bring this matter to a close. I am hoping to have the case heard before the Special Magistrate on January 9th. 2. 1 personally, as qualifier for the project, have been assigned to an overseas project in Japan. Under the conditions of my Business Manager's visa, I must enter Japan by late January. If there are any matters which need to be addressed from the 172 Final Inspection I would like to see to it that and corrections are made. Thank you for considering the above request to accommodate a Partial 172 Final Inspection. Once the 503 is approved I shall hope that at that time the inspector can then pass the Final Electric and final building. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 '��JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com EXHIBIT - 101 -PAGE - 001 Outlook Fwd: After -the -Fact Permit at 2225 23rd Street SW PRFH2O241041232 From Kristen Jasinski <kristen@jasinskibuilders.com> Date Mon 1/5/2026 1:18 PM To Henry Johnson <hjohnson@henryjohnsonlaw.com> Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 J �1IL®ER5 Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com ---------- Forwarded message --------- From: Myron Jacobs <Myron.Jacobs@collier.gov> Date: Wed, Dec 3, 2025 at 11:14AM Subject: RE: After -the -Fact Permit at 2225 23rd Street SW PRFH2O241041232 To: Kristen Jasinski <kristen 'asinskibuilders.com> Cc: Bradley Holmes <Bradlev.Holmes collier.gov>, Gregory Hamm <Greg�.Hamm collier.gov>, Robert Moore <Robert.Moore collier.gov>, Paul Philabaum <Paul.Philabaum@collier.gov>, Wayne Hendrickx <Wayne.Hendrickx@collier gov> All inspections have to be completed prior to the Building Final. Myron Jacobs Chief Building Inspector Building Plan Review & Inspection Office:239-252-2427 2400 N Horseshoe Dr Naples, FL 34104 Myron,Jacobs@collier.gov My email address has changed. Effective immediately, please update your contact list to use this new address: Myron.Jacobs@.collier.gov D' Cot her County 1 CIELSUM EXHIBIT - 102 - PAGE - 001 Outlook `" Fwd: GE shipping report From Kristen Jasinski <kristen@jasinskibuilders.com> Date Fri 12/19/2025 3:17 PM To Henry Johnson <hjohnson@henryjohnsonlaw.com> Below please see information from the supplier about the fact that the electrical component to complete service upgrade being back ordered yet again. Also, as per my conversation with Henry, the electric service upgrade is new work. We obtained a permit and are completing this work under the normal permitting processing. The service upgrade however, was incorporated into the same work for after -the -fact permit related to the code enforcement case for unpermitted work. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 C7�' i,, tk Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com ---------- Forwarded message --------- From: Lisa Delisle <Iclelisle ewnaples.com> Date: Fri, Dec 19, 2025 at 9:56AM Subject: RE: GE shipping report To: Kristen Jasinski <kristen asinskibuilders.corr» Cc: Marc Schroeder <marc@,goldengate electric.(car(,>, Golden Gate Electric Inc. <m` I ic-;:�0) cio Idens: ar 'e- electric.com> Once the first delay was posted, I asked for them to keep up with what was going on with the production I received this from the plant 12/17/2025 EXHIBIT - 103 - PAGE - 001 If it was standard breakers holding this up, we could have had them short ship BUT since it's the larger XT breakers they will not short ship they need to be factory installed Sorry for any inconvenience this may be causing Lisa, As suspected it is the main XT breaker which is holding up production. The plant has advised based on material replenishment 1/02 is the best ESD as of now. Will keep a watch and keep you posted. Thanks, Cindy Arnold ?", CED/Electrical Wholesalers PC # 4976 4316 Corporate Square Naples, FL 34104 239r-434-0053 l�:d 4061fi'tu�'@I'�i�sel,�'�d �d'l From: Kristen Jasinski <kristen ,jasinskibuilders.com> Sent: Wednesday, December 17, 2025 3:35 PM To: Lisa Delisle <Idelisle ewnaples.com> Cc: Marc Schroeder <marc ,_goldengate-electric.com>; Golden Gate Electric Inc. <officg,@goldengatg- EXHIBIT - 103 - PAGE - 002 electric.corn> Subject: Fwd: GE shipping report l".XTERI9+i8dL. EiVIAI9. Lisa, Marc Schroeder of Golden Gate Electric shared your email about the MDP panel for the project at 2225 23rd Street SW now being back ordered again to January 2nd ship date. Have you received any information back from the supplier as to why this keeps getting back ordered? Thank you for providing what ever info I can as we anxiously await this much needed service upgrade and demands from the county to get it done. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com EXHIBIT - 103 - PAGE - 003 ---------- Forwarded message --------- From: Lisa Delisle <Idelisle@ewnapies.com> Date: Thu, Nov 6, 2025 at 3:04 PM Subject: GE shipping report To: kristen jasinskibuilders.com <kristen Zasinskibuilders.com> Good afternoon, Per our conversation of you looking for the MDP gear for the 23rd street project I have attached a shipping report showing the original ship date (right side) And scheduled ship date (left side) I have sent an email to the plant asking for explanation on the delay in shipment but that will be a few days out for a response Once I do receive that I will send it over to you N�— If I must guess, I would honestly say they are waiting for parts to come in to complete the build. I will keep checking to see if the date changes at all and will inform accordingly .C't" Dolma CED/Electrical Wholesalers PC # 4976 4316 Corporate Square Naples, FL 34104 239-434-0053 EXHIBIT - 103 - PAGE - 004 I will be out of the office starting 11/18/2025 L, Returning 12/1/2025 EXHIBIT - 103 - PAGE - 005 I-- Outlook Fwd: Status of MDP Panel From Kristen Jasinski <kristen@jasinskibuilders.com> Date Mon 1/5/2026 12:34 PM To Henry Johnson <hjohnson@henryjohnsonlaw.com> Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 . I L D E R S J Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com ---------- Forwarded message --------- From: Kristen Jasinski <kristen@ jasinskibuilders.com> Date: Sun, Dec 28, 2025 at 5:13 PM Subject: Status of MDP Panel To: Nelson Lozano <office goldengate-electric.com> Cc: Marc Schroeder <marc goldengate-electric.com> Hello Nelson, I hope you are having a pleasant holiday season. I heard from Lisa at EW Naples that our MDP panel components did in fact ship from the factory on December 19th. On Monday I hope you can check to see if it did in fact arrive to their Naples warehouse. When can we schedule installation and completion ofthejob? We currently have vacation rental guests staying in the home and so the property is not available until after 10am on Friday, January 2nd. Please also advise specific dates. Because we are in the middle of peak season, we must block our calendars so as to not take a last minute booking. `— Please advise. EXHIBIT - 104 - PAGE - 001 Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 k, �-- dw' 1_ _ �`V� BClILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com EXHIBIT - 104 - PAGE - 002 Outlook Fwd: Status of MDP Panel From Kristen Jasinski <kristen@jasinskibuilders.com> Date Mon 1/5/2026 12:34 PM To Henry Johnson <hjohnson@henryjohnsonlaw.com> Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 B ILDERS Jasinski Builders, LLC 2805 Horseshoe Drive 5, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com ---------- Forwarded message --------- From: Office@goldengate-electric <office goldengate-electric.com> Date: Mon, Dec 29, 2025 at 10:32 AM Subject: Re: Status of MDP Panel To: Kristen Jasinski <kristen 'asinskibuilders.com> Cc: Marc Schroeder <marc goldengate-electric.com> Hello Kristen, I hope you are enjoying a wonderful holiday season and a smooth end to the year. I would like to take this opportunity to wish you all the best for the New Year ahead. Just a few moments ago, I reached out to Lisa at EW to request confirmation on the arrival of the MDP panel materials at their Naples warehouse. Once we receive that confirmation, we will proceed with coordinating and defining the dates for the remaining work. Thank you very much for your patience and understanding, especially during this busy peak season. We will be in touch shortly with an update so we can align schedules accordingly. EXHIBIT - 105 - PAGE - 001 Best Regards, Nelson Lozano CEO & Owner Golden Gate Electric (239) 455-2942 office@.goldengate-electric.com www.goldengate-electric.com Licensed & Insured —Serving Southwest Florida Trusted Since 1981 On dic. 28 2025, at 5:13 pm, Kristen Jasinski <kristen 'asinskibuilders.com> wrote: Hello Nelson, I hope you are having a pleasant holiday season. I heard from Lisa at EW Naples that our MDP panel components did in fact ship from the factory on December 19th. On Monday I hope you can check to see if it did in fact arrive to their Naples warehouse. When can we schedule installation and completion ofthejob? We currently have vacation rental guests staying in the home and so the property is not available until after 10am on Friday, January 2nd. Please also advise specific dates. Because we are in the middle of peak season, we must block our calendars so as to not take a last minute booking. Please advise Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 IF BI )ILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuiIders.com EXHIBIT - 105 - PAGE - 002 Date Vendor Description Amount 5/19/2024 Davis Duke PLLC business expense 11 - Expense Category: Professional Fees 4 - Notes: Legal fee 1,794.69 6/2412024 Department Collier County Building Department 223.40 6/24/2024 Department Code enforcement fee 49.00 6/24/2024 Department Code enforcement hearing 223.40 7/1/2024 Archterior Brian Palkovic Architect Palkovic - Knickerbocker 1,840.00 7/22/2024 Department Paymentus 0.50 7/22/2024 Department Paymentus 0.50 7/22/2024 Department Collier County Building Department 111.90 7/22/2024 Department Collier County Building Department 200.00 7/22/2024 Davis Duke PLLC Davies Duke: Code enforcement legal fees 2,802.00 7/22/2024 Davis Duke PLLC Davies Duke: Code enforcement legal fees 2,802.00 7/29/2024 Archterior Drafting for $1,880.00 8/7/2024 Cronin Engineering Cronin Engineering: Engineering Drawings $7,000.00 8/23/2024 Davis Duke PLLC 15 BOOK TRANSFER DEBIT ACH Davies Duke 395.00 9/24/2024 Midwest Reprographics Midwest printing and signs $8.44 10/3/2024 Archterior Palkovic Payment to Palkovic - Archterior design $480.00 10/15/2024 Collier County Clerk Notice of Commencement recording $10.35 10/16/2024 Cronin Engineering Payment to Cronin Engineering $8,000.00 10/1812024 Midwest Reprographics Midwest Printing & Signs: Scanning $12.59 10/2912024 Collier County Building Departr Permit application fee for main house $52.17 10/29/2024 Collier County Building Departr service fee for well house $245.79 11/13/2024 Collier County Building Departr permit application $103.10 11/21/2024 ResCalcs Energy Calculations $1,200.00 11/27/2024 Naples Lumber Purchase of lumber $425.00 12/5/2024 Archterior Drafting Payment to Archterior Palkovic $880.00 12/31/2024 Journal Entry To capitalize major repairs & code enforcement upgrades 26,697.44 12/31/2024 Journal Entry To capitalize legal expenses for code enforcement upgrades 16,697.44 12/31/2024 Journal Entry To capitalize major repairs & code enforcement upgrades 10,000.00 2/4/2025 Midwest Reprographics Payment to Midwest Printing $37.41 2/11/2025 Plumbing Contractor Plumb Crazy Contracting LLC: Payment $1,167.89 3/31/2025 Archterior Design Archterior Design 885 4/24/2025 DP Water Well / water equipment 1150 6/28/2025 Midwest Printing & Signs, LLC Knickerbocker 2225 23rd Street SW 11 - Expense Category: Construction Materials 4 16.88 7/31/2025 Home Depot Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 34112 1 -121.90 8/17/2025 Sherwin Williams Knickerbocker 2225 23rd Street SW 11 - Expense Category: Construction Materials 4 96,61 9/10/2025 BankofAmerica Tranxns permit fee for main house (includes $129.06 pmt processing fee) 4,292.19 9/10/2025 BankofAmerica Tranxns Deposit on electrical upgrade at 2225 23rd Street SW 16,024.45 9/10/2025 American Exp tranxns Payment for wire and conduit from house to FPL Pole 9,669.98 9/10/2025 American Exp tranxns Roof tile materials 1,089.37 9/10/2025 American Exp tranxns Private Provider Inspection Deposit 2,675.00 9/10/2025 American Exp tranxns Materials from Naples Lumber 1,252.53 9/1012025 American Exp tranxns Exotic plant clean up and trench for service upgrade 3,400.00 9/1012025 American Exp tranxns Precision Land Surveyors 1,400.00 9/10/2025 American Exp tranxns Payment to Graybar Electric 1,400.00 9/15/2025 Materials from Naples Lumber 2,390.00 9/16/2025 David Spiesman electrician 2,500.00 THE HOME DEPOT #0280 User: Dumitru Ceban 12 - Job I Address I Class: Knickerbocker 2225 23rd Street SW I 1 - Expense Category: Materials 13 - Bill to:: None I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 9/17/2025 Home Depot 341090000 51.91 The Sherwin-Williams Comp User: Kristen Jasinski 12 - Job / Address / Class: 2225 23rd St SW 11 - Expense Category: Construction Materials 4 - Notes: Paint I Card: 9/17/2025 Sherwin Williams Physical I Budget: WKJ Holdings I Merchant Address: 800-4743794, OH 44115 520.33 THE HOME DEPOT #0280 User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Materials 13 - Bill to:: None I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 9/17/2025 Home Depot 341090000 47.49 THE HOME DEPOT #6348 User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Materials 13 - Bill to:: None I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 9/18/2025 Home Depot 341120000 26.50 The Sherwin-Williams Comp User: Kristen Jasinski 12 - Job I Address / Class: 2225 23rd St SW 11 - Expense Category: Construction Materials 4 - Notes: Misc interior paints I Card: Physical I Budget: WKJ Holdings I Merchant Address: 800-4743794, OH 9/19/2025 Sherwin Williams 44115 236.22 9/23/2025 ABC Supply ABC SUPPLY/BT0922 XXXXXXXX5914311 Naples Florida Vacatio 1,201.99 EXHIBIT - 106 - PAGE - 001 9/24/2025 Jimenez Well Drilling, Inc. JIMENEZ WELL DRI/SALE NAPLES FLORIDA VACATIO 3,800.00 SUNSHINE ACE -GOLDEN GAT User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Materials 13 - Bill to:: None I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 9/24/2025 Sunshine Ace Hardware 34116 39.33 SHERWIN-WILLIAMS702002 User: Kristen Jasinski 12 - Job / Address / Class: 2225 23rd St SW 11 - Expense Category: Construction Materials I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 34103 1 Cleared Time in Statement 9/24/2025 Sherwin Williams (MT): 2025-09-24 14:31:54 169.52 THE HOME DEPOT #0280 User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Materials 13 - Bill to:: JB Customer I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 9/25/2025 Home Depot 341090000 142.04 GRAYBAR ELECTRIC COMPANY User: Kristen Jasinski 12 - Job / Address / Class: 2225 23rd St SW 11 - Expense Category: Construction Materials I Card: Physical 1 9/28/2025 Graybar Electric Budget: WKJ Holdings I Merchant Address: SAINT LOUIS, MO 63105 101.82 9/29/2025 Golden Gate Electric ACH MKE Prefunding ACH Offset 250930 XXXXXX2879 17,319.29 DP WATER TREATMENT, 9/30/2025 LLC. DP WATER TREATME/SALE NAPLES FLORIDA VACATIO 10,221.41 9/30/2025 Christopher Hall ACH MKE Prefunding ACH Offset 251003 XXXXXX2879 5,495.67 SHERWIN-WILLIAMS702002 User: Kristen Jasinski 12 - Job / Address / Class: 2225 23rd St SW 11 - Expense Category: Materials 14 - Notes: Interior paint and primer for well house I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 10/2/2025 Sherwin Williams 34103 257.43 The Sherwin-Williams Comp User: Kristen Jasinski 12 - Job / Address / Class: 2225 23rd St SW 11 - Expense Category: Construction Materials Card: Physical I Budget: 10/2/2025 Sherwin Williams WKJ Holdings I Merchant Address: 8004743794, OH 44115 334.07 DP WATER TREATMENT, 10/312025 LLC. DP WATER TREATME/SALE NAPLES FLORIDA VACATIO 407.58 10/3/2025 Hunter Pools HUNTER POOLS INC/SALE NAPLES FLORIDA VACATIO 927.72 The Sherwin-Williams Comp User: Kristen Jasinski 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Construction Materials 4 Notes: Paint I Card: Physical I Budget: WKJ Holdings I Merchant Address: 800- 10/8/2025 Sherwin Williams 4743794, OH 44115 431.84 THE HOME DEPOT #0280 User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW I 1 - Expense Category: Materials 13 - Bill to:: None I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 10/9/2025 Home Depot 341090000 83.38 THE HOME DEPOT #0280 User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW I 1 - Expense Category: Materials 13 - Bill to:: None I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 10/9/2025 Home Depot 341090000 18.00 10/9/2025 Gayo Jose Rodriguez ACH MKE Prefunding ACH Offset 251010 XXXXXX2879 3,000.00 eBay 0*14-13679-05101 User: Kristen Jasinski 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Construction Materials 4 10/10/2025 Ebay Notes: Hardware for laundry cabinets I Card: Ebay I Budget: WKJ Holdings 121.09 LOWES #02261User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 1 - Expense Category: Materials 13 - Bill to:: None I Card: Physical 10/10/2025 Lowe's Budget: WKJ Holdings I Merchant Address: NAPLES, FL 34113 19.69 THE HOME DEPOT #0280 User: Kristen Jasinski 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 1 - Expense Category: Construction Materials 4 10/1012025 Home Depot Notes: Lights for well house exterior Card: Physical I Budget: WKJ Holdings 45.68 THE HOME DEPOT #6348 User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Materials 13 - Bill to:: None I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 10/11/2025 Home Depot 341120000 51.86 THE HOME DEPOT #0280 User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Materials 13 - Bill to:: None I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 10/11/2025 Home Depot 341090000 18.00 10/14/2025 Dumitru Ceban ACH MKE Prefunding ACH Offset 251020 XXXXXX2879 1,817.69 10/14/2025 Earthworks of Naples Check 25 850.00 10/14/2025 Stone Express ACH MKE Prefunding ACH Offset 251020 XXXXXX2879 1,375.00 SHERWIN-WILLIAMS702002 User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Materials 13 - Bill to:: None I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 10/15/2025 Sherwin Williams 34103 132,73 EXHIBIT - 106 - PAGE - 002 CIRCLE K # 23989 User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW I 1 - Expense Category: Administrative expense 13 - Bill to:: None 10/15/2025 CIRCLE K I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 34119 75.79 THE HOME DEPOT #0280 User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW I 1 - Expense Category: Materials 13 - Bill to:: None I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 10/16/2025 Home Depot 341090000 32.08 Francisco De Paz Hard 10/17/2025 Concrete Service ACH MIKE Prefunding ACH Offset 251020 XXXXXX2879 3,500.00 THE HOME DEPOT #0280 User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Materials 13 - Bill to:: None I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 10/18/2025 Home Depot 341090000 25.33 THE HOME DEPOT #6348 User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Materials 13 - Bill to:: None I Card: Physical I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 10/1912025 Home Depot 341120000 41.38 10/21/2025 Stone Express ACH MIKE Prefunding ACH Offset 251022 XXXXXX2879 1,345.00 SUNSHINE ACE -GOLDEN GAT User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW I 1 - Expense Category: Materials I Card: Physical Budget: WKJ Holdings I Merchant Address: NAPLES, FL 34116 1 Cleared Time in 10/22/2025 Sunshine Ace Hardware Statement (MT): 2025-10-22 02:34:39 52.54 DP WATER TREATMENT, 10/24/2025 LLC. DP WATER TREATME/SALE NAPLES FLORIDA VACATIO 971.42 10/24/2025 Christopher Hall ACH MKE Prefunding ACH Offset 251028 XXXXXX2879 3,313.66 10/24/2025 Gayo Jose Rodriguez Payment to Gayo 2,800.00 THE HOME DEPOT #0280 User: Dumitru Ceban 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Materials I Card: Physical 10/26/2025 Home Depot I Budget: WKJ Holdings I Merchant Address: NAPLES, FL 341090000 53.99 10/29/2025 Stone Express ACH MIKE Prefunding ACH Offset 251104 XXXXXX2879 1,757.00 11/3/2025 Architechural Design LLC ACH MIKE Prefunding ACH Offset 251107 XXXXXX2879 40.00 DP WATER TREATMENT, 11/4/2025 LLC. DP WATER TREATME/SALE NAPLES FLORIDA VACATIO 4,991.95 11/4/2025 Hunter Pools HUNTER POOLS INC/SALE NAPLES FLORIDA VACATIO 168.51 FERGUSON ENT #134 User: Kristen Jasinski 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Construction Materials 4 - Notes: Faucet for laundry room I Card: Physical I Budget: WKJ Holdings I Merchant 11 /6/2025 Ferguson Plumbing Address: NAPLES, FL 341040000 395.53 11 /7/2025 Earthworks of Naples EARTHWORKS OF NA/SALE NAPLES FLORIDA VACATIO 7,290.00 PAYMENTUS CORP User: Kristen Jasinski 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Permits 14 - Notes: Code enforcement 11 /7/2025 Collier County hearing fee main house I Card: Physical I Budget: WKJ Holdings 3.47 COLLIER COUNTY User: Kristen Jasinski 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Permits 14 - Notes: Code enforcement 11/7/2025 Collier County hearing fee main house I Card: Physical I Budget: WKJ Holdings 111.90 PAYMENTUS CORP User: Kristen Jasinski 12 - Job / Address / Class: Knickerbocker 2225 23rd Street SW 11 - Expense Category: Telephone & Internet 14 - Notes: Code 11/7/2025 Collier County enforcement hearing fee well house I Card: Physical I Budget: WKJ Holdings 3.47 Francisco De Paz Hard ACH MIKE Prefunding ACH Offset 251110 XXXXXX2879 11110/2025 Concrete Service Trench for electrics & posts to mark corners 1,410.00 11/12/2025 Naples Lumber Naples Lumber &/Naples WKJH 233.03 11/13/2025 Stone Express ACH MIKE Prefunding ACH Offset 251113 XXXXXX2879 753.00 11/20/2025 Christopher Hall ACH MIKE Prefunding ACH Offset 251126 XXXXXX2879 320.57 THE HOME DEPOT #6348 User: Dumitru Ceban 2 - Job / Address / Class: Knickerbocker 11 - Expense Category: Materials 3 - Bill to:: None 14 - Notes: bill 11/20/2025 Home Depot business next door, for fixing ceiling tiles I Card: Physical I Budget: WKJ Holdings 28.38 12/1/2025 Earthworks of Naples EARTHWORKS OF NA/SALE NAPLES FLORIDA VACATIO 623.75 12/5/2025 Henry Johnson Law Attorney Fees 11,000.00 12/30/25 Henry Johnson Law Attorney Fees 9797.75 1/1/2026 Golden Gate Electric Remaining Costs to complete Service Upgrade 18000 251,864.90 EXHIBIT - 106 - PAGE - 003 Outlook Fwd: MDP Parts From Kristen Jasinski <kristen@jasinskibuilders.com> Date Mon 1/5/2026 12:33 PM To Henry Johnson <hjohnson@henryjohnsonlaw.com> Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 Ar -�JILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuiIders.com ---------- Forwarded message --------- From: Kristen Jasinski <kristen asinskibuilders.com> Date: Fri, Jan 2, 2026 at 11:10AM Subject: MDP Parts To: Nelson Lozano <office goldengate-electric.com>, Marc Schroeder <marc goldengate- electric.com> Nelson / Marc, Happy New Year to you both. Did EW Naples receive our parts? Please advise when we will assign the team to finish the job. There is a lot of wire which needs to get pulled, in addition to panel upgrade. Please advise how many days you expect the work will take and who will be assigned to work and when. Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 EXHIBIT - 107 - PAGE - 001 -6ZJILDERS Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com EXHIBIT - 107 - PAGE - 002 i Outlook Fwd: RE: RE: 23RD STREET From Kristen Jasinski <kristen@jasinskibuilders.com> Date Mon 1/5/2026 12:32 PM To Henry Johnson <hjohnson@henryjohnsonlaw.com> Regards, Kristen Jasinski Certified Residential Building Contractor # CRC1333281 i k- IF 1's UiLDERS J Jasinski Builders, LLC 2805 Horseshoe Drive S, #10 Naples, FL 34104 239-296-8800 Kristen@JasinskiBuilders.com ---------- Forwarded message --------- From: Office@golden gate -electric <office goldengate-electric.com> Date: Mon, Jan 5, 2026 at 7:48AM Subject: Re: RE: RE: 23RD STREET To: Lisa Delisle <Idelisle(Pewnaples.com> Cc: Marc Schroeder <marc goldengate-electric.com>, Kristen Jasinski <kristen jasinskibuilders.com> Hi Lisa, Thank you very much for the update. We will remain attentive to the material's arrival, whether it is today or over the next few days. �. We appreciate your follow-up and support. EXHIBIT - 108 - PAGE - 001 Best Regards, Nelson Lozano CEO & Owner Golden Gate Electric (239) 455-2942 `> office@goldengate-electric.com www.goldengate-electric.com Licensed & Insured —Serving Southwest Florida Trusted Since 1981 On Mon, 5 Jan 2026 at 7:39 AM Lisa wrote: Good morning, Looking at the tracking, it arrived in Fort Myers 1/3/2026 It's not giving and expected delivery date But if you figure it being in Fort Myers we should receive in the next couple of days if not today I will let you know when it shows up - 4" 2)allale CED/Electrical Wholesalers PC # 4976 4316 Corporate Square Naples, FL 34104 239-434-0053 Idelisle(d)ewnaples.c:om From: Office @goldengate-electric <office -goldengate-electric.com> Sent: Monday, January 5, 2026 7:28 AM To: Lisa Delisle <Idelisle ewnaples.com> EXHIBIT - 108 - PAGE - 002 L Cc: Marc Schroeder <marc -goldengate-electric.com>; Kristen lasinski <kristen .jasinskibuilders.com> Subject: Re: RE: 23RD STREET EXTERNAL EMAIL Good afternoon Lisa, I hope you are well. I'm writing to briefly follow up on the MDP Interior shipment, which based on the December 29 update was expected to arrive in Florida a few days later. Could you please let us know if there is any update or confirmation of arrival? Thank you very much for your support. Best Regards, Nelson Lozano CEO & Owner Golden Gate Electric (239) 455-2942 office goldengate-electric.com www.goldengate-electric.com Licensed & Insured —Serving Southwest Florida Trusted Since 1981 On Fri, 2 Jan 2026 at 12:25 PM Me wrote: Good afternoon Lisa, I hope you are doing well. EXHIBIT - 108 - PAGE - 003 I wanted to kindly follow up on my previous message regarding the MDP Interior shipment. Based on the information shared on December 29, the material was expected to arrive in Florida a couple of days after that date. At your convenience, could you please let us know if there is any update or confirmation on the current status or arrival of the shipment? Thank you very much for your continued support and assistance. On our end, we remain ready to coordinate receipt as soon as the material arrives. Best Regards, Nelson Lozano CEO & Owner Golden Gate Electric (239) 455-2942 == office@goldengate-electric.com www.goldengate-electric.com Licensed & Insured —Serving Southwest Florida Trusted Since 1981 On Thu, 1 Jan 2026 at 11:18 AM Me wrote: Good afternoon Lisa, I hope you're off to a great start to 2026. I wanted to follow up on the MDP Interior shipment. Based on the information shared on December 29, the material was expected to arrive in Florida approximately two days after that date. Do we have any updates or confirmation regarding the current status or arrival of the shipment? EXHIBIT - 108 - PAGE - 004 Thank you very much for your continued support. We'll remain ready on our end to coordinate receipt as soon as it arrives. Best regards, Nelson Lozano Golden Gate Electric Best Regards, Nelson Lozano CEO & Owner Golden Gate Electric t, (239) 455-2942 r� office goldengate-electric.com www.goldengate-electric.com Licensed & Insured —Serving Southwest Florida Trusted Since 1981 On Mon, 29 Dec 2025 at 1:33 PM Me wrote: Good afternoon Lisa, Thank you very much for the detailed update and for taking the time to check directly with the fi•eight line — we truly appreciate your follow-up and support. Thanks for keeping an eye on this. Please feel free to keep us posted on any updates or changes as the shipment continues its way to Florida. We'll remain attentive on our end as well. Thanks again for your help, especially during this busy time of year. Best regards, Nelson Lozano Golden Gate Electric EXHIBIT - 108 - PAGE - 005 El lun, 29 dic. 2025 a las 12:50 p. m. Lisa escribio: Good afternoon, Looking at GE shipping now, the MDP Interior was picked up but due to a weather delay it is now in Laredo Texas —just talked to the freight line and they advised me If everything goes good, they should have in Florida in 2 days — it was scanned this morning to get back on the road heading in our direction. I will keep checking on this and advise accordingly z as Dellale CED/Electrical Wholesalers PC # 4976 1*-- 4316 Corporate Square Naples, FL 34104 239-434-0053 ldelisle@ewnaples.co►ra From: Office @goldengate-electric <office _goldengate-electric.com> Sent: Monday, December 29, 2025 10:25 AM To: Marc - Golden Gate Electric <marc _goldengate-electric.com>; Lisa Delisle <Idelisle ewnaples.com>; Dennis C Gallant <dgallant ewnaples.com> Subject: Re: 23RD STREET EXTERNAL EMAIL I%— Hi Lisa, good morning. EXHIBIT - 108 - PAGE - 006 Thank you so much for the update and for your great follow-up — we truly appreciate it. I just wanted to kindly confirm whether the material is expected to arrive today, Monday the 29th, as mentioned. If so, please let us know once you have final confirmation or a tracking number so we can be ready to receive it. Thanks again for all your support, especially during this busy end -of -year season. Wishing you a wonderful end of the year and all the best for the New Year. Best Regards, Nelson Lozano CEO & Owner Golden Gate Electric (239) 455-2942 c) officec@goldengate-electric.com www.goidengate-electric.com Licensed & Insured —Serving Southwest Florida Trusted Since 1981 On dic. 23 2025, at 8:59 am, Marc - Golden Gate Electric <marc goldengate-electric.com> wrote: EXHIBIT - 108 - PAGE - 007 FYI Best Regards, Marc Schroeder Golden Gate Electric (239) 455-2942 o marc goldengate-electric.com www.goldgEgate-electric.com Licensed & Insured — EC#1300 4830 — Serving Southwest Florida Trusted Since 1981 ---------- Forwarded message --------- From: Lisa Delisle <IdelislePewnaples.com> Subject: 23RD STREET Date: Mon, Dec 22, 2025, 12:12 PM To: Marc - Golden Gate Electric <marc goldengate-electric.com> Marc, good morning, Got some good news They shipped the interior our 12/19/2025 — they must have received the breakers and got this pushed thru and out the door With it shipping on the 19th Friday — we might see it by Wednesday But with us closing early Wednesday — I would say Monday the 29th 7" Zfi W, ,L" DaldaBe CED/Electrical Wholesalers PC # 4976 4316 Corporate Square Naples, FL 34104 EXHIBIT - 108 - PAGE - 008 CODE ENFORCEMENT- COLLIER COUNTY, FLORIDA �- Code Enforcement Board BOARD OF COUNTY COMMISSIONERS, COLLIER COUNTY, FLORIDA, Plaintiff, Vs. CASE NO. CESD20240001058 BUOYANCY, LLC, Respondent(s) AFFIDAVIT OF ERIC LIDDLE STATE OF FLORIDA ) SS: COUNTY OF BEFORE ME, an officer duly authorized to take acknowledgments and administer oaths, personally appeared Eric Liddle, who, after being first duly cautioned and sworn, upon her oath, deposes and says: 1. My name is Eric Liddle. I am sui juris and competent to testify and that if called upon to do so, I would testify consistent with the facts as stated herein. 2. I am an engineer with LB Engineering and I assisted Buoyancy, LLC related to After -the -fact permitting for the real property located at 2225 23`d Street SW, Naples, FL 34117, which is the subject of that certain Collier County Permit #PRFH2O241041232. 3. Specifically, LB Engineering, on behalf of Buoyancy, LLC, engaged in multiple After -the -fact inspections relating to Shearwall Nailing, Water Barrier and Stucco Lath, Impact Glass, Rough Plumbing, Insulation, Fill Cells, Rough Telephone, Rough Electric, Interior Slab Infill, Underground Plumbing, Rough Air Conditioning, Rough Framing, Sheathing, Rough Insulation, and Building Inspection Summary Report. LB Engineering performed all rough inspections for review and approval by County Staff. Final Inspections were conducted by County Staff. 4. Buoyancy, LLC, by and through its principal Kristen Jasinksi, was extremely cooperative with all of our efforts and exceeded our requests and expectations for exploratory demolition work so that we could perform our inspections. We found all work to have been performed in compliance with applicable Florida Building Codes and in a professional workmanlike manner. S. Because of Ms. Jasinski's cooperative efforts, LB Engineering was able to successfully and expeditiously complete the inspections we were required to perform. FURTHER AFFIANT SAYETH NOT. Executed this 6) day of January, 2026. By: Eric Liddle -- k The foregoing instrument was sworn to, subscribed and acknowledged before me this day of January, 2026 by Eric Liddle of LB Engineering. ------------ I Notary Public State of Florida L Sophia Muttie My Commission HH 666974 Expires 4/21/2029 LNOTAY UBLIC Vo�l�t� �.4�F►T Printed Name of Notary My Commission Expires: 0c,l laQa 9 Personally known Produced Identification I_ Type of Identification Produced L �� Case Number: CELU20240001051 Date: March 25, 2024 Investigator: Charles Marinos Phone:2392806960 COLLIER COUNTY CODE ENFORCEMENT NOTICE OF VIOLATION Owner: BUOYANCY LLC 2805 HORSESHOE DR S UNIT 10 NAPLES, FL 34104 Registered Agent: KIKU HOLDINGS, LLC 2805 HORSESHOE DR S STE 10 Naples, FL 34104 Location: 2225 23rd ST SW, Naples Unincorporated Collier County Zoning Dist: E Property Legal Description: GOLDEN GATE EST UNIT 195 TR 5 LESS THE FOLLOWING: BEG AT NE CNR OF TR5, RUN S00o19'10"W FOR 150.00 FT; N89o40'50"W FOR Folio: 45960240004 NOTICE Pursuant to Collier County Consolidated Code Enforcement Regulations, Collier County Code of Laws and Ordinances, Chapter 2, Article IX, you are notified that a violation(s) of the following Collier County Ordinance(s) and or PUD Regulation(s) exists at the above -described location. Ordinance/Code: General Provisions. Land Use. Collier County Land Development Code 04-41 as amended, Section 1.04.01(A) �- A. The provisions of this LDC shall apply to all land, property and development in the total unincorporated area of Collier County except as expressly and specifically provided otherwise in this LDC. No development shall be undertaken without prior authorization pursuant to this LDC. Specifically, no building, structure, land or water shall hereafter be developed, or occupied, and no building, structure, or part thereof shall be erected, reconstructed, moved, located, or structurally altered except in conformity with the regulations set forth herein and for the zoning district in which it is located. The Collier County Land Development Code, 2004-41, As Amended, Section 2.02.03, Prohibited Uses. Any use or structure not specifically identified in a zoning district as a permitted use, conditional use, or accessory use shall be prohibited in such zoning district. Violation Status - Initial DESCRIPTION OF CONDITIONS CONSTITUTING THE VIOLATION(S). Did Witness: An improved estates zoned property conducting event hosting activities which is not permissible on this site. ORDER TO CORRECT VIOLATION(S): You are directed by this Notice to take the following corrective action(s): 1. Must comply with all land use standards of the Collier County Land Development Code 04-41, as amended 2. Cease the event hosting activity, which is not a permitted, accessory, or conditional use in this zoning district. ON OR BEFORE: 04/25/2024 EXHIBIT - 110 - PAGE - 001 Case Number: CELU20240001051 Date: March 25, 2024 Investigator: Charles Marinos Phone:2392806960 Failure to correct violations may result in: 1) Mandatory notice to appear or issuance of a citation that may result in fines up to $500 and costs of prosecution. OR 2) Code Enforcement Board review that may result in fines up to $1000 per day per violation, as long as the violation remains, and costs of prosecution. SERVED BY: INQUIRIES AND COMMENTS SHOULD BE DIRECTED TO CODE ENFORCEMENT lea 2800 North Horseshoe Dr, Naples, FL 34104 Investigator Signature Phone: 239 252-2440 FAX: 239 252-2343 Charles Marinos Case Number: CELU20240001051 Signature and Title of Recipient Printed Name of Recipient Date *This violation may require additional compliance and approval from other departments which may be required under local, state and federal regulations, including, but not limited to: right-of-way permit, building permit, demolition of structure, Site Development Plan, Insubstantial Change to Site Development Plan, and Variances along with, payment of impact fees, and ... any new or outstanding fees required for approval. EXHIBIT - 110 - PAGE - 002 Case Number: CELU20240001051 Date: March 11, 2024 Investigator: Charles Marinos Phone:2392806960 COLLIER COUNTY CODE ENFORCEMENT NOTICE OF VIOLATION Owner: BUOYANCY LLC 2805 HORSESHOE DR S UNIT 10 NAPLES, FL 34104 Location: 2225 23rd ST SW, Naples Unincorporated Collier County Zoning Dist: E Property Legal Description: GOLDEN GATE EST UNIT 195 TR 5 LESS THE FOLLOWING: BEG AT NE CNR OF TR5, RUN S00o19'10"W FOR 150.00 FT; N89o40'50"W FOR Folio: 45960240004 NOTICE Pursuant to Collier County Consolidated Code Enforcement Regulations, Collier County Code of Laws and Ordinances, Chapter 2, Article IX, you are notified that a violation(s) of the following Collier County Ordinance(s) and or PUD Regulation(s) exists at the above -described location. Ordinance/Code: General Provisions. Land Use. Collier County Land Development Code 04-41 as amended, Section 1.04.01(A) A. The provisions of this LDC shall apply to all land, property and development in the total unincorporated area of Collier County except as expressly and specifically provided otherwise in this LDC. No development shall be undertaken without prior authorization pursuant to this LDC. Specifically, no building, structure, land or water shall hereafter be developed, or occupied, and no building, structure, or part thereof shall be erected, reconstructed, moved, located, or structurally altered except in conformity with the regulations set forth herein and for the zoning district in which it is located. The Collier County Land Development Code, 2004-41, As Amended, Section 2.02.03, Prohibited Uses. Any use or structure not specifically identified in a zoning district as a permitted use, conditional use, or accessory use shall be prohibited in such zoning district. Violation Status - Initial DESCRIPTION OF CONDITIONS CONSTITUTING THE VIOLATION(S). Did Witness: An improved estates zoned property conducting event hosting activities which is not permissible on this site. ORDER TO CORRECT VIOLATION(S1: You are directed by this Notice to take the following corrective action(s): 1. Must comply with all land use standards of the Collier County Land Development Code 04-41, as amended 2. Cease the event hosting activity, which is not a permitted, accessory, or conditional use in this zoning district. ON OR BEFORE: 03/25/2024 EXHIBIT - 110 - PAGE - 003 Case Number: CELU20240001051 Date: March 11, 2024 Investigator: Charles Marinos Phone:2392806960 Failure to correct violations may result in: 1) Mandatory notice to appear or issuance of a citation that may result in fines up to $500 and costs of prosecution. OR 2) Code Enforcement Board review that may result in fines up to $1000 per day per violation, as long as the violation remains, and costs of prosecution. SERVED BY: elated X&Te re¢ Investigator Signature Charles Marinos Case Number: CELU20240001051 INQUIRIES AND COMMENTS SHOULD BE DIRECTED TO CODE ENFORCEMENT 2800 North Horseshoe Dr, Naples, FL 34104 Phone: 239 252-2440 FAX: 239 252-2343 Signature and Title of Recipient Printed Name of Recipient Date *This violation may require additional compliance and approval from other departments which may be required under local, state and federal regulations, including, but not limited to: right-of-way permit, building permit, demolition of structure, Site Development Plan, Insubstantial Change to Site Development Plan, and Variances along with, payment of impact fees, and any new or outstanding fees required for approval. EXHIBIT - 110 - PAGE - 004 v CODE ENFORCEMENT - SPECIAL MAGISTRATE COLLIER COUNTY, FLORLDA BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA, Petitioner, Case No. CESD20240001058 CESD20240001061 CELU20240001051 CEPNI20240001063 CESTVR20240000.530 vs. BU,OYANCY LLC Respondent, ORDER OF THE SPECIAL MAGISTRATE TIIiS CAUSE came before the Special Magistrate for public hearing on June 7, 2024, and the Special Magistrate, having received evidence and heard argument respective to all appropriate matters. hereupon issues his Findings of Fact. Conclusions of Law and Order of the Special Magistrate, as follows: l FINDINGS OF FACT and CONCLUSIONS OF LAW 1. Respondent, BUOYANCY LLC is the owner of the property located at 2225 23rd St SW. Naples, FL 34117. Folio 45960240004 (Subject Property). 2. Respondent, Kristen Jasinski, the authorized representative of the Respondent, was duly notified of the date of hearin;. by certified mail and posting and was present at the hearing with attorney Joseph Gugino, Evidentiary Matters 3. The Respondent objected to the evidence to be presented in the cases based upon the access granted to the Subject Property by an occupant of the Subject Property. 4. An extensive hearing was held with testimony by Ms. Kristen Jasinski, the authorized representative of the Respondent, Code Enforcement personnel. documentary and pictorial evidence by both parties, and argument and authorities presented by counsel for the Petitioner and the Respondent. J. The evidence and testimony supported the conclusion that Ms. Lauren Haines, the complainant in these cases. was a legal occupant of the Subject Property on January 26, 2024, when the inspection occurred. 6. Op. Att'y Gen. Fla. 2002-27 cited by the Respondent provides in relevant part that "...a municipal code inspector is without authority to enter onto anv private, commercial, or EXHIBIT - 110 - PAGE - 005 residential property to assure compliance with or to enforce the various technical codes of tite county or to conduct any administrative inspections or searches without the consent of the owner or the operator or occupant of such premises,..." (Emphasis added by Special Magistrate). As it was determined that Ms. Haines was a legal `occupant" of the Subject Property. the. Attorney General Opinion and other authorities cited support the conclusion that evidence obtained from the inspection conducted by the Collier County Code Enforcement Officer Charles Marinos Nvas le=ally obtained and may, subject to other objections or exclusions raised by either party and sustained by the Special Magistrate. be admitted as evidence in these cases. Case No. CESD20240001058 The Petitioner presented substantial competent evidence in the torm of testimony and pictorial evidence that proved by a preponderance of the evidence that the real property of the Respondent is in violation of the Collier County Land Development Code 04-41, as amended. Sections 10.02,06(B)(1)(a). 10.02.06(i3)(1)(e) and 10.02.06(13)(1)(e)(i) to wit an improved estates zoned property with extensive changes to the primary structure including, but not limited to the followina: interior renovations. deletion of walls. addition of walls, electrical modifications. plumbing modifications, addition of multiple HVAC units, deletion of wet bar/kitchen and steam rooms. without proper permits. 9. The violation had not been abated as of the date of the public hearing. 1espondent presented testimony that no one is currently occupying the premises. Case No. CESD20240001061 10. The Petitioner presented substantial competent evidence in the form of testimony and pictorial evidence that proved by a preponderance of the evidence that the real property of the Respondent is in violation of the Collier County Land Development Code 04-41, as amended, Sections 10.02.06(B)(1)(a), 10,02.06(B)(1)(e) and 10.02.06(B)(1)(e)(i) to wit an improved Estates zoned property with a pump house in the rear erected without permits and including electrical and plumbing modifications. 11, The violation had not been abated as of the date of the public hearing. Case No. CELU20240001051 12. The Petitioner presented substantial competent evidence in tale form of testimony and pictorial evidence that proved by a preponderance of the evidence that the real property of the Respondent is in violation of the Collier County Land Development Code 04-41. as amended. Sections 1.04.0](A) and 2,02.03 to wit an improved Estates zoned property conducting event hosting activities which is not permissible on this site. Respondent presented testimony that unpermitted events are not taking place. Case No. CEPM20240001063 13. The Petitioner presented substantial competent evidence in the form of testimony and pictorial evidence that proved by a preponderance of the evidence that the real property of the Respondent is in violation of the Collier County Land Development Code 04-41, as amended, EXHIBIT - 110 - PAGE - 006 Sections 10.02.06(B)(1)(a) and 10.02.06(B)(1)(e)(i) and Florida Building Code. Sth Edition (2023) Chapter 4, Section 454.2.17_ l through 454.2.17.3 to wit an improved Estates zoned property with a pool cage not meeting Florida Building Code standards on site, Case No. CESTVR20240000530 14. The Petitioner presented substantial competent evidence in the form of testimony and pictorial evidence that proved by a preponderance of the evidence that the real property of the Respondent is in violation of the Collier County Land Development Code 04-41, as amended. Sections 2.02.03 and 5.02.03(J), and Collier County Code of Laws and Ordinances, Article X. Sections 26-384(l ), 26-384(2) and 26-384(4) to wit an improved Estates zoned property being utilized for short term vacation rentals with multiple rooms being rented to multiple. unrelated parties at the same time in a manner similar to a hotel which is not an allowable usage on site. Additionally, the short-term rental(s) are being done without the required Collier County Registration/Approval, which includes, but is not limited to: Valid Florida D.B.P.R. L.icensure, a Collier County Business Tax Receipt, and all approved Short Term Rental Registration Form. ORDER Based upon the foregoing Findin;_s of Fact and Conclusions of Law, and pursuant to the authority granted in Chapter 162, Florida Statutes, and Collier County Ordinance No. 07-44, as amended, IT iS HEREBY ORDERED: l Case No. CESD20240001058 A. Respondent is found guilty of violation of Collier County Land Development Code 04-41, as amended, Sections 10.02.06(B)(1)(a). 10.02,06(B)(1)(e) and 10.02.06(B)(1)(e)(i) to wit an improved estates zoned property with extensive changes to the primary structure including but not limited to the following: interior renovations, deletion of walls, addition of walls, electrical modifications, plumbing modifications, addition of multiple HVAC units, deletion of wet bar/kitchen and steam rooms without proper permitting. B. Respondent is ordered to pay operational costs in the amount of 5111.70 incurred in tile prosecution of this case within thirty (30) calendar days from the date of this hearing (July 7, 2024). C. Respondent must abate the violation by a. Obtaining all required Collier County Building Permit(s) or Demolition Permit, inspections, and Certificate of Completion/Occupancy for the unpermitted renovations of the primary structure including, but not limited to: deletion of wall-.;, addition of walls, plumbing modifications, electrical modifications, and addition of multiple air conditioning units within 120 calendar days of the date of this hearing (October 5, 2024) or a fine of 5250.00 per day will be imposed until the violation is abated. EXHIBIT - 110 - PAGE - 007 Case No. CESD20240001061 A, Respondent is found guilty of violation of Collier County Land Development Code 04-41, as amended, Sections 10.02.06(13)(1)(a), 10.02.06(13)(1)(e) and 10.02.06(B)(1)(e)(i) to Nvit an improved Estates zoned property with a pump house in the rear erected without permits and including electrical and plumbing modifications. B. Respondent is ordered to pay operational costs in the amount of $1 1 1.70 incurred in the prosecution of this case within thirty (30) calendar days from the date of this hearing (July 7, 2024). C. Respondent must abate the violation by obtaining all required Collier County Building Pennit(s) or Demolition Permit, inspections, and Certificate of Corn pletion!Occupancy for the unpermitted pump house and the unpermitted modification to the related plumbing within 120 days of this hearing (October 5, 2024) or a line of $200 per day will be unposed until the violation is abated. Case No. CELU20240001051 A. This matter is Dismissed. Case No. CEPM20240001063 A. This matter is Continued for 56 days to the August 2, 2024, Special Magistrate hearing at which time Respondent will present a report confirming that no health and safety violations are present. v Case No. CESTVR20240000530 A. This matter is Continued to the July 12. 201-4. Special Magistrate hearing prior to which time Respondent and Petitioner will each present a legal memo regarding the legality and regulation of short-term rentals in Estates zoned properties. All Cases A. Respondent shall notify the Code Enforcement Investigator within 24 hours of abatement or compliance in order for the County to conduct a final inspection to confirm abatement. B. If Respondent fails to abate the violation and comply with this Order, the Collier County Code Enforcement Department may abate the violation using any appropriate method to bring the violation into compliance. if necessary. the County may request the services of the Collier County Sheriffs Office in order to access the property for abatement and enforce the provisions of this Order. All costs of abatement shall be assessed against the property' owner and may become a lien on the property. EXHIBIT - 110 - PAGE - 008 DONE AND ORDERED this 71h day of June, 2024, at Naples, Collier County, Florida. Executed by.: - filed with the COLLIER COUNTY;CODE ENFORCEMENT M SPECIAL AG.)I ATE. r awick i. Neale, Esq. Special Magistrate Patrick 11. Neale on / ,r-' -024. 1 to the Special Magistrate on 2024 by 1l PAYMENT OF FINES: Any fines ordered to be paid pursuant to this order may be paid at the Collier County Code Enforcement Division, 2800 North Horseshoe Drive, Naples, FL 34I04, phone # (239) 252- 2440 or \\ �\ t\ COIIicrcuunt\ Il�o\.. Any release of lien or confirmation of compliance or confirmation of the satisfaction of the obligations of this order may also be obtained at this location. APPEAL: Any aggrieved party may appeal a final order of the Special Magistrate to the Circuit Court within thirty (30) days of the execution of the Order appealed. An appeal shall not be a hearing de novo but shall be limited to appellate review of the record created within the original hearing. it is the responsibility of the appealing party to obtain a transcribed record of the hearing from the Clerk of Courts. Filing a Notice of Appeal will not automatically stay the Special Magistrate's Order, CERTIFICATE OF SERVICE I HEREBY CERTIFY that a true and correct copy of this ORDER OF THE SPECIAL, MAGISTRATE. has been sent by U.S. Mail o►]) this day of ,<< �; 2024 to Respondent, BUOYANCY 1.I-C, 2805 HORSESHOE DR S. L71T 10. NAP_LES, FL 3410�: Code EnfbccemgAtJOfficial EXHIBIT - 110 - PAGE - 009 Case Number: CEPM20240001063 Date: February 26, 2024 Investigator: Charles Marinos Phone:2392806960 COLLIER COUNTY CODE ENFORCEMENT NOTICE OF VIOLATION Owner: BUOYANCY LLC 2805 HORSESHOE DR S UNIT 10 NAPLES, FL 34104 Registered Agent: KIKU HOLDINGS, LLC 2805 HORSESHOE DR S STE 10 Naples, FL 34104 Location: 2225 23rd ST SW, Naples Unincorporated Collier County Zoning Dist: E Property Legal Description: GOLDEN GATE EST UNIT 195 TR 5 LESS THE FOLLOWING: BEG AT NE CNR OF TR5, RUN S00o19'10"W FOR 150.00 FT; N89o40'50"W FOR Folio: 45960240004 NOTICE Pursuant to Collier County Consolidated Code Enforcement Regulations, Collier County Code of Laws and Ordinances, Chapter 2, Article IX, you are notified that a violation(s) of the following Collier County Ordinance(s) and or PUD Regulation(s) exists at the above -described location. Ordinance/Code: Florida Building Code 8th Edition (2023) Building. Chapter 4 Special detailed requirements based on use and occupancy, Section 454 Swimming pools and bathing places, 454.2.20 Residential swimming barrier requirement. Residential swimming pools shall comply with Sections 454.2.17.1 through 454.2.17.3 Building and Land Alteration Permits. (Permits, Inspections, Certificate of Occupancy Required) Collier County Land Development Code 04-41, as amended, Section 10.02.06(B)(1)(a) The County Manager or his designee shall be responsible for determining whether applications for building or land alteration permits, as required by the Collier County Building code or this Code are in accord with the requirements of this Code, and no building or land alteration permit shall be issued without written approval that plans submitted conform to applicable zoning regulations, and other land development regulations. For purposes of this section a land alteration permit shall mean any written authorization to alter land and for which a building permit may not be required. Examples include but are not limited to clearing and excavation permits, site development plan approvals, agricultural clearing permits, and blasting permits. No building or structure shall be erected, moved, added to, altered, utilized or allowed to exist and/or no land alteration shall be permitted without first obtaining the authorization of the required permit(s), inspections and certificate(s) of occupancy as required by the Collier County Building Code or this Code : Submittal Requirements for Permits. Building or Land Alteration Permits. Improvement of property prohibited prior to issuance of building permit. Collier County Land Development Code 04-41 as amended, Section 10.02.06(B)(1)(e)(1) Must obtain all required inspections and certificate of occupancy/completion within 60 days of permit issuance. Violation Status - Initial DESCRIPTION OF CONDITIONS CONSTITUTING THE VIOLATION(S). Did Witness: An improved estates zoned property with a pool cage not meeting FBC standards on site. EXHIBIT - 111 - PAGE - 001 Case Number: CEPM20240001063 Date: February 26, 2024 Investigator: Charles Marinos Phone:2392806960 ORDER TO CORRECT VIOLATION(S): You are directed by this Notice to take the following corrective action(s): 1. Must erect, fix, or repair an approved pool barrier to avoid safety concerns AND / OR Must apply for and obtain applicable permits for a permanent pool enclosure and/or protective barrier and follow through to certificate of completion. 2. Must obtain all required Collier County Building Permit(s) or Demolition permit(s) and request all inspections through Certificate of Completion/Occupancy for described structure/ alteration. ON OR BEFORE: 03/27/2024 Failure to correct violations may result in: 1) Mandatory notice to appear or issuance of a citation that may result in fines up to $500 and costs of prosecution. OR 2) Code Enforcement Board review that may result in fines up to $1000 per day per violation, as long as the violation remains, and costs of prosecution. SERVED BY: `— Investigator Signature Charles Marinos Case Number: CEPM20240001063 INQUIRIES AND COMMENTS SHOULD BE DIRECTED TO CODE ENFORCEMENT 2800 North Horseshoe Dr, Naples, FL 34104 Phone: 239 252-2440 FAX: 239 252-2343 Signature and Title of Recipient Printed Name of Recipient Date "This violation may require additional compliance and approval from other departments which may be required under local, state and federal regulations, including, but not limited to: right-of-way permit, building permit, demolition of structure, Site Development Plan, Insubstantial Change to Site Development Plan, and Variances along with, payment of impact fees, and any new or outstanding fees required for approval. EXHIBIT - 111 -PAGE - 002 Code Case Details Execution Date 12/8/2025 4:21:23 PM Desc Assigned Required Completed Outcome Comments CE Staff Review Charles.Marin 6/20/2024 6/20/2024 Complete Duplicate entry. CM88 os Post Hearing Re -Inspection Charles.Marin 6/20/2024 6/20/2024 Non- Ron Tomasco and Derrick Perry currently are os Compliant preparing legal opinion requested by the special magistrate. CM88 Update Picture(s) Charles.Marin 6/20/2024 6/20/2024 Complete os CE Staff Review Charles.Marin 6/20/2024 6/20/2024 Complete Duplicate entry. CM88 os CE Mailing Miriam.Lorenz 7/3/2024 7/3/2024 Complete Mailed copy of Continued Order ( not o recorded) to respondent from the June 7, 2024 OSM Hearing./ML Re -Inspection Charles.Marin 715/2024 7/5/2024 Compliant Permit PREL20240311475 for the installation os of required safety devices for pool is in "Finaled" status. Recommending case closure at this time. Responded to email from property manager Kristen Jasinski informing thanking her for her compliance efforts and case recommendation. MarinosCharles 07/05/2024 9:42 AM Enter Case Disposition Charles.Marin 7/5/2024 7/5/2024 Complete os CE Staff Review Miriam.Lorenz 7/5/2024 7/10/2024 Complete AOC attached./ML o Please scan and notorize signed AoC. CM88 Generate Hearing Results Notice Miriam.Lorenz 7/5/2024 7/3/2024 Complete 7/3/24 Scanned & attached Continued Order (CE) o (not recorded) from the June 7, 2024, OSM Hearing./ML CE Legal Review Miriam.Lorenz 7/10/2024 7/10/2024 Not Compliant on July 4, 2024./ML o Required Case was continued to August 2, 2024, OSM Hearing./ML Verify Conditions & Close Case BradleyHolme 7/18/2024 7/12/2024 Complete s Violation Description Status Entered Corrected Amount Comments Swimming Pool Barrier- Residential FBC 2020 Corrected 2/23/2024 7/4/2024 $0 Building Permit LDC Corrected 2/23/2024 7/4/2024 $0 CO Required ATF Permits Corrected 2/23/2024 7/4/2024 $0 Title Reason Result Compliance Fine/Day Condition Special Magistrate Hearing on Code Review Continued $0 OSM Ops costs .AE 6/712024 by Petitioner Business Management & Budget Office 4 EXHIBIT - 111 -PAGE - 003 Case Number: CESTVR20240000530 Date: March 25, 2024 Investigator: Charles Marinos Phone:2392806960 COLLIER COUNTY CODE ENFORCEMENT NOTICE OF VIOLATION Owner: BUOYANCY LLC 2805 HORSESHOE DR S UNIT 10 NAPLES, FL 34104 Registered Agent: KIKU HOLDINGS, LLC 2805 HORSESHOE DR S STE 10 Naples, FL 34104 Location: 2225 23rd ST SW, Naples Unincorporated Collier County Zoning Dist: E Property Legal Description: GOLDEN GATE EST UNIT 195 TR 5 LESS THE FOLLOWING: BEG AT NE CNR OF TR5, RUN S00o19'10"W FOR 150.00 FT; N89o40'50"W FOR Folio: 45960240004 NOTICE Pursuant to Collier County Consolidated Code Enforcement Regulations, Collier County Code of Laws and Ordinances, Chapter 2, Article IX, you are notified that a violation(s) of the following Collier County Ordinance(s) and or PUD Regulation(s) exists at the above -described location. Ordinance/Code: The Collier County Land Development Code, 2004-41, As Amended, Section 2.02.03, Prohibited Uses. Any use or structure not specifically identified in a zoning district as a permitted use, conditional use, or accessory use shall be prohibited in such zoning district. The Collier County Code of Laws & Ordinances, Article XX, Section 26-384(1) Register with the Florida Department of Business and Professional Regulation and the Collier County Tax Collector. Failure to obtain the required Florida Department of Business and Professional Regulation Vacation Rental License. The Collier County Code of Laws & Ordinances, Article XX, Section 26-384(2) Register with the Florida Department of Business and Professional Regulation and the Collier County Tax Collector. Obtain a Collier County Registration Certificate for each short-term vacation rental unit owned. The Collier County Code of Laws & Ordinances, Article XX, Section 26-384(4) Register with the Florida Department of Business and Professional Regulation and the Collier County Tax Collector. Maintain all short-term vacation rental units in compliance with the occupancy limits, as specified in the Collier County Code of Ordinances, Collier County Land Development Code, Florida Building Code, and Florida Fire Prevention Code. Home Occupations. Standards. Collier County Land Development Code 04-41 as amended, Section 5.02.03(J) J. A home occupation shall be subject to all applicable County occupational licenses and other business taxes. Violation Status - Initial EXHIBIT - 112 - PAGE - 001 Case Number: CESTVR20240000530 Date: March 25, 2024 Investigator: Charles Marinos Phone: 2392806960 DESCRIPTION OF CONDITIONS CONSTITUTING THE VIOLATION(S). Did Witness: An improved estates zoned property being utilized for short term vacation rentals with multiple rooms being rented to multiple, unrelated parties at the same time in a manner similar to a hotel which is not an allowable usage on site. Additionally, the short term rental(s) are being done without the required Collier County Registration/Approval, which includes, but is not limited to: Valid Florida D.B.P.R. Licensure, a Collier Count Business Tax Receipt, and an approved Short Term Rental Registration Form. ORDER TO CORRECT VIOLATION(S): You are directed by this Notice to take the following corrective action(s): 1. Cease the subdivision and individual room rental activity, which is not a permitted, accessory, or conditional use in this zoning district. 2. Must obtain the required Florida DBPR Vacation Rental License AND/OR renew previously obtained Florida DBPR Vacation Rental License. 3. Must comply with all other license requirements of Collier County to include the County Occupational license(s) and any other business taxes. ON OR BEFORE: 04/25/2024 Failure to correct violations may result in: 1) Mandatory notice to appear or issuance of a citation that may result in fines up to $500 and costs of prosecution. OR �— 2) Code Enforcement Board review that may result in fines up to $1000 per day per violation, as long as the violation remains, and costs of prosecution. SERVED BY: ellae'l' Wta'Tesrad Investigator Signature Charles Marinos Case Number: CESTVR20240000530 INQUIRIES AND COMMENTS SHOULD BE DIRECTED TO CODE ENFORCEMENT 2800 North Horseshoe Dr, Naples, FL 34104 Phone: 239 252-2440 FAX: 239 252-2343 Signature and Title of Recipient Printed Name of Recipient Date "This violation may require additional compliance and approval from other departments which may be required under local, state and federal regulations, including, but not limited to: right-of-way permit, building permit, demolition of structure, Site Development Plan, Insubstantial Change to Site Development Plan, and Variances along with, payment of impact fees, and any new or outstanding fees required for approval. EXHIBIT - 112 - PAGE - 002 Code Case Details Execution Date 12/8/2025 2:35:56 PM Desc Assigned Required Completed Outcome Comments Hearing Notice Service/Posting Charles.Marin 6/19/2024 6/20/2024 Complete Last day to post June 21, 2024./ML os Property posted on 19Jun2024 at 1453. CM88 CE Staff Review Charles.Marin 6/20/2024 6/21/2024 Complete Duplicate entry. CM88 os Affidavit of Service/Posting Charles.Marin 6/20/2024 6/20/2024 Complete os CE Staff Review Miriam.Lorenz 6/20/2024 6/21/2024 Complete AOM_AOP_NOH attached./ML o Please scan and notorize signed AOP. CM88 CE Mailing Miriam.Lorenz 7/3/2024 7/3/2024 Complete Mailed copy of Continued Order ( not o recorded) to respondent from the June 7, 2024 OSM Hearing./ML Generate Hearing Results Notice Miriam.Lorenz 7/5/2024 7/3/2024 Complete 713124 Scanned & attached Continued Order (CE) o (not recorded) from the June 7, 2024, OSM Hearing./ML Pre Hearing Inspection Charles.Marin 7/11/2024 7/11/2024 Complete DBPR, Vacation rental agreedment, and BTR os are up to date and issued. CM88 Record Hearing Results Miriam.Lorenz 7/15/2024 7/15/2024 Complete 7/12/24 Respondent was present Kristen o Jasinski along with Attorney Morgan Hila Esq. Stipulation Agreement. Respondent must abate all violations by, Cease the individual room rental activity and renting to more than four(4) unrelated individuals within 30 days (August 11, 2024) of this hearing, or a fine of $200.00 a day will be imposed until all the violations are abated and pay operational costs for the prosecution of this case in the amount of $111.75 on or before August 11, 2024 (30 days)./ML Post Hearing Re -Inspection Charles.Marin 7/25/2024 7/30/2024 Compliant Received email from property manager os stating that a good faith effort had been made to remove all listings from problem websites showing the knickerbocker having individual rooms for rent, see email and attachment, research shows that some of these sites have the listings removed and some don't but it appears that the efforts we requested have been made. Email from management staff indicates that VRBO is listed via software in common use by rental companies, VRBO listing is now showing as unavailable. Sent an email to knickerbocker as well as legal counsel thanking them for their compliance efforts and informing them of recommendation for case closure. MarinosCharles 07/30/2024 1:52 PM Generate Hearing Results Notice Miriam.Lorenz 7/25/2024 8/9/2024 Complete Scanned & attached FF & Stipulation Order (CE) o (not recorded) from the July 12, 2024, OSM Hearing./ML CE Supervisor Review (CE) BradleyHolme 7/30/2024 7/30/2024 Complete Please see attached email and attachements s and advise if I should enter a compliant order. CM88 Reviewed case with investigator. BH91 Not Applicable Miriam.Lorenz 7/30/2024 1 8/7/2024 Not o Required Business Management & Budget Office EXHIBIT - 112 - PAGE - 003 Case Number: CEVR20240001060 Date: March 05, 2024 Investigator: Charles Marinos Phone:2392806960 COLLIER COUNTY CODE ENFORCEMENT NOTICE OF VIOLATION Owner: BUOYANCY LLC 2805 HORSESHOE DR S UNIT 10 NAPLES, FL 34104 Registered Agent: KIKU HOLDINGS, LLC 2805 HORSESHOE DR S STE 10 Naples, FL 34104 Location: 2225 23rd ST SW, Naples Unincorporated Collier County Zoning Dist: E Property Legal Description: GOLDEN GATE EST UNIT 195 TR 5 LESS THE FOLLOWING: BEG AT NE CNR OF TR5, RUN S00o19'10"W FOR 150.00 FT; N89o40'50"W FOR Folio: 45960240004 NOTICE Pursuant to Collier County Consolidated Code Enforcement Regulations, Collier County Code of Laws and Ordinances, Chapter 2, Article IX, you are notified that a violation(s) of the following Collier County Ordinance(s) and or PUD Regulation(s) exists at the above -described location. Ordinance/Code: Vegetation Removal, Protection & Preservation. Vegetation Removal / Landfill Required. Collier County Land Development Code 04-41, as amended, Section 3.05.01(B) It shall be unlawful for any individual, firm, association, joint venture, partnership, estate, trust, syndicate, fiduciary, corporation, group, or unit of federal, state, County, or municipal government to remove, or otherwise destroy, vegetation, which includes placing of additional fill, without first obtaining a vegetation removal or vegetation removal and fill permit from the County Manager or designee, except as hereinafter exempted. Violation Status - Initial DESCRIPTION OF CONDITIONS CONSTITUTING THE VIOLATION(S). Did Witness: An improved estates zoned property with overclearing on site requiring an after the fact vegetation removal permit AND/OR restoration plan. ORDER TO CORRECT VIOLATION(S): You are directed by this Notice to take the following corrective action(s): 1. Must cease all land clearing, excavation, and/or land fill operations AND/OR Must obtain any and all applicable permits to include Vegetation Removal or Vegetation Removal and Land Fill permits pursuant to 0441, as amended, Section 10.02.06(B)(1)(a) AND/OR Must obtain any and all applicable permits to include Vegetation Removal or Vegetation Removal and Land Fill permits pursuant to 04-41, as amended, Section 10.02.06(B)(1)(a) ON OR BEFORE: 04/04/2024 Failure to correct violations may result in: 1) Mandatory notice to appear or issuance of a citation that may result in fines up to $500 and costs of prosecution. OR 2) Code Enforcement Board review that may result in fines up to $1000 per day per violation, as long as the violation remains, and costs of prosecution. EXHIBIT - 113 - PAGE - 001 SERVED BY: Investigator Signature Charles Marinos Case Number: CEVR20240001060 Case Number: CEVR20240001060 Date: March 05, 2024 Investigator: Charles Marinos Phone:2392806960 INQUIRIES AND COMMENTS SHOULD BE DIRECTED TO CODE ENFORCEMENT 2800 North Horseshoe Dr, Naples, FL 34104 Phone: 239 252-2440 FAX: 239 252-2343 Signature and Title of Recipient Printed Name of Recipient Date *This violation may require additional compliance and approval from other departments which may be required under local, state and federal regulations, including, but not limited to: right-of-way permit, building permit, demolition of structure, Site Development Plan, Insubstantial Change to Site Development Plan, and Variances along with, payment of impact fees, and any new or outstanding fees required for approval. EXHIBIT - 113 - PAGE - 002 Code Case Details Execution Date 12/8/2025 3:59:35 PM Desc Assigned Required Completed Outcome Comments CE Staff Review Donna.Gentsc 3/14/2024 3/14/2024 Complete Green card NOV to Agent received 3/14/24 h 7022 3330 0000 8410 7961 CE Staff Review Donna.Gentsc 3/14/2024 3/14/2024 Complete Green card NOV to Owner received 3114/24 h 7022 3330 0000 8410 7954 Re -Inspection Charles.Marin 3/22/2024 3/22/2024 Compliant Discovered Code Case #2000080424 os addressed the land clearing on site. Due to no changes in the condition of the property since that time, as evidenced by GIs aerials dating back to 2000, recommending case closure at this time as no violation found. Attempted to contact Attorney Mr Joseph Gugino (239.405.8033), no answer. Left a message requesting a return phone call. Composing email to advise of case outcome. MarinosCharles 03/22/2024 2:47 PM Enter Case Disposition Charles.Marin 3/22/2024 3/22/2024 Complete os Verify Conditions & Close Case BradleyHolme 3/22/2024 4/9/2024 Complete s Violation Description I Status I Entered I Corrected I Amount I Comments Vegetation Removal (Landfill Permit) INOV Issued 1 3/5/2024 $0 Title Reason Result Compliance Fine/Day Condition Business Management & Budget Office 3 EXHIBIT - 113 - PAGE - 003