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Land Development and Planning Project Files_1100 Highland Beach Dr._20221013_Development Order No. 22-0006
TRANSMITTAL FORM REPORT OF REVIEW & ACTION BY PLANNING BOARD Transmit to: Town Planner Ingrid Allen Building Department Date: October 24, 2022 Applicant/Owner: David C. Joseph, Jr. Property Address: 1100 Highland Beach Drive, Apt. A, Highland Beach, FL 33487 Property Control Number: 24-43-47-04-02-002-0152 Application No. 22-0006 Preliminary Review: Final Review: Install a 10,000-pound capacity boat lift Amended Site Plan Review Other AT THE OCTOBER 13, 2022, MEETING, THE PLANNING BOARD REVIEWED THE ABOVE MATTER PURSUANT TO CHAPTER 30 OF THE TOWN CODE OF ORDINANCES, AND HEREBY CERTIFIES THAT THE FOLLOWING ACTION WAS TAKEN: Denied Recommendation to Approve Approved with Modifications (as noted) Other: PLEASE TAKE WHATEVER ACTION IS REQUIRED TO COMPLETE THE SUBJECT MATTER, I.E., ISSUE PERMIT, TRANSMIT TO TOWN COMMISSION, RETURN TO APPLICANT, ETC. IF THE ABOVE PLANS WERE DENIED OR APPROVED WITH MODIFICATIONS, PLEASE NOTE THE BOARD’S FINDINGS: MOTION: DeMoss/Chudnofsky - Moved to approve Development Order No. 22- 0006 as presented. Based upon roll call, the motion passed unanimously on a 6 to 0 vote. CLERK’S OFFICE USE ONLY: Transmitted to the Building Department: 10/24/2022 REVIEW GIVEN TO SUBJECT PROPERTY File Attachments for Item: B. Special exception approval for a 10,000-pound capacity boat lift for the property located at 1100 Highland Beach Drive Apt. A Page 73 PLANNING BOARD STAFF REPORT MEETING OF: October 13, 2022 TO: PLANNING BOARD FROM: INGRID ALLEN, TOWN PLANNER SUBJECT: APPLICATION BY DAVID C. JOSEPH, JR. FOR A SPECIAL EXCEPTION APPROVAL TO INSTALL A 10,000 POUND CAPACITY BOAT LIFT FOR A PROPERTY LOCATED AT 1100 HIGHLAND BEACH DRIVE APT. A. (DO #22-0006) Applicant (Property Owner): David C. Joseph, Jr. 1100 Highland Beach Drive, Apt. A Highland Beach, Fl. 33487 Applicant’s Agent: None Property Characteristics: Comprehensive Plan Land Use: Multi Family Low Density Zoning District: RML, Residential Multiple Family Low Density Parcel PCN#: 24-43-47-04-02-002-0152 Request and Analysis: The Applicant is proposing to install a 10,000 pound capacity elevator boat lift at the property located at 1100 Highland Beach Drive, Apt. A. The Applicant has obtained both Florida Department of Environmental Protection (FDEP) and US Army Corps of Engineers (ACOE) authorization for the proposed boat lift. The corresponding file numbers for each agency are provided in the table below. I. GENERAL INFORMATION: HIGHLAND BEACH BUILDING DEPARTMENT 3614 S. Ocean Boulevard Highland Beach, FL 33487 Ph: (561) 278-4540 Fx: (561) 265-3582 Page 74 FDEP (FILE NO.) ACOE (FILE NO.) 50-0192132-009-EE SAJ-2022-02368(GP-KMM) The proposed request is in compliance with the following definition of “boat lift” as provided in Section 30-131: Boat lifts means the bottom of the keel of any boat shall not be hoisted greater than one foot above the minimum seawall elevation. In no case shall the lift be higher than the superstructure of the boat when lifted. Section 30-68(h)(1)a. of the Town Code, states that the installation of a boat lift shall be subject to special exception approval by the Planning Board at an advertised public hearing. Section 30-36(a) of the Town code states that if the Planning Board is the final authority on the special exception, then it shall approve, approve with conditions, or deny the application. Note that according to Section 30-68(g)(6)d.2. of the Town Code, accessory marine facilities (which includes boat lifts) located in the multifamily zoning districts are exempt from side yard setback requirements. Staff has reviewed the Applicant’s proposed request and finds that the project is consistent with the Zoning Code (Chapter 30) including the special exception criteria of Section 30-36, were applicable, and the Town Comprehensive Plan. Following an approval by the Planning Board and prior to initiation of construction, the Applicant will be required to obtain a building permit from the Town of Highland Beach Building Department. Pursuant to Section 30-21(g) of the Town Code, commencement of construction shall be initiated within two (2) years following the date of approval by the Planning Board. Staff recommends approval of the installation a proposed 10,000 pound capacity boat lift at the property located at 1100 Highland Beach Drive, Apt. A based on the plans date stamped received by the Building Department on September 29, 2022: The Applicant’s proposed request: Meets Town of Highland Beach Zoning and other governmental agencies requirements. Meets Town of Highland Beach Zoning requirements ; however, approvals are pending before the Town of Highland Beach will issue permits, with other governmental agencies as listed: II. Recommendation Page 75 Does not meet Town of Highland Beach Zoning requirements. Should you have any questions, please feel free to contact me at (561) 637-2012 or iallen@highlandbeach.us Ingrid Allen Town Planner Attachments: Application Aerials FDEP approval ACOE approval Applicant Plans Page 76 Page 77 Page 78 110 0 Hi ghl and B each D rive, Ap t. A Palm Beach Cou ntyNoneSeptember 30, 20 22 0 0 .0 095 0.0 190.00 4 75 m i 0 0 .0 1 5 0.030.007 5 km 1:576 Page 79 1100 Highland Beach Drive, Apt. A 03/09/2021 Subject property Page 80 www.floridadep.gov FLORIDA DEPARTMENT O F Environmental Protection Southeast District Office 3301 Gun Club Road, MSC 7210-1 West Palm Beach, FL 33406 561-681-6600 Ron DeSantis Governor Jeanette Nuñez Lt. Governor Shawn Hamilton Secretary August 3, 2022 David Joseph 1100 Highland Beach Dr Highland Beach Sent via e-mail: taylor@dockmastersplus.com Re: File No.: 50-0192132-009-EE File Name: Joseph Boat lift Dear David Joseph: On May 2, 2022, we received your request for verification of exemption to perform the following activities: install a boatlift. The project is located in the Intracoastal Waterway, a Class III Waters, adjacent to 1100 Highland Beach Dr, Highland Beach, FL 33487 (Section 04, Township 47 South, Range 43 East), in Palm Beach County (Latitude N 26° 24' 8.51”, Longitude W 80° 4' 5.43”). Your request has been reviewed to determine whether it qualifies for (1) regulatory exemption, (2) proprietary authorization (related to state-owned submerged lands), and (3) federal approval that may be necessary for work in wetlands or waters of the United States. Your project did not qualify for the federal authorization of this verification request. Additional authorization must be obtained prior to commencement of the proposed activity. This letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity. Please refer to the specific section(s) dealing with that portion of the review below for advice on how to proceed. If you change the project from what you submitted, the authorization(s) granted may no longer be valid at the time of commencement of the project. Please contact us prior to beginning your project if you wish to make any changes. If you have any questions regarding this matter, please contact Jacob Landfield at the letterhead address or at 561-681-6625, Jacob.Landfield@FloridaDEP.gov. Page 81 Project No.: 50-0192132-009-EE Project Name: Joseph Boat lift Page 2 of 5 1. Regulatory Review – VERIFIED Based on the information submitted, the Department has verified that the activity as proposed is exempt under Chapter 62-330.051(5)(h), Florida Administrative Code, from the need to obtain a regulatory permit under Part IV of Chapter 373 of the Florida Statutes. This exemption verification is based on the information you provided the Department and the statutes and rules in effect when the information was submitted. This verification may not be valid if site conditions materially change, the project design is modified, or the statutes or rules governing the exempt activity are amended. In the event you need to re-verify the exempt status for the activity, a new request and verification fee will be required. Any substantial modifications to the project design should be submitted to the Department for review, as changes may result in a permit being required. 2. Proprietary Review- NOT REQUIRED The activity does not require further authorization under chapter 253 of the Florida Statutes, or chapters 18-20 or 18-21 of the Florida Administrative Code. 3. Federal Review - NOT APPROVED Your proposed activity as outlined on your application and attached drawings does not qualify for Federal authorization pursuant to the State Programmatic General Permit and a SEPARATE permit or authorization shall be required from the Corps. You must apply separately to the Corps using the Application for Department of the Army Permit (ENG 4345) or alternative as allowed by Corps regulations. More information on Corps permitting may be found online in the Jacksonville District Regulatory Division Sourcebook: (https://www.saj.usace.army.mil/Missions/Regulatory/Source-Book/). Authority for review - an agreement with the USACOE entitled “Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection (or Duly Authorized Designee), State Programmatic General Permit”, Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Additional Information Please retain this letter. The activities may be inspected by authorized state personnel in the future to ensure compliance with appropriate statutes and administrative codes. If the activities are not in compliance, you may be subject to penalties under Chapter 373, F.S., and Chapter 18- 14, F.A.C. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the Page 82 Project No.: 50-0192132-009-EE Project Name: Joseph Boat lift Page 3 of 5 administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department’s action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 28-106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency’s file or identification number, if known; (b) The name, address, any e-mail address, any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative; the name, address, and telephone number of the petitioner’s representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner’s substantial interests will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency’s proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency’s proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency’s proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice of this decision and the right of substantially affected persons to challenge this decision has been duly published or otherwise provided to all persons substantially affected by the decision. While you are not required to publish notice of this action, you may elect to do so pursuant Rule 62- 110.106(10)(a). Page 83 Project No.: 50-0192132-009-EE Project Name: Joseph Boat lift Page 4 of 5 The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you do not publish notice of this action, this waiver will not apply to persons who have not received written notice of this action. Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department’s action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us, before the deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. FLAWAC Review The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel (Station #35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department. Page 84 Project No.: 50-0192132-009-EE Project Name: Joseph Boat lift Page 5 of 5 EXECUTION AND CLERKING Executed in West Palm Beach, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION _________________________________ Jeffrey L. Meyer Environmental Administrator Southeast District Enclosures: Attachment A: Specific Exemption Rule(s) Project drawings, 3 pages CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments were sent on the filing date below to the following listed persons: FDEP – Norva Blandin, Jeffrey L. Meyer, Jacob Landfield Taylor McInnis, Dock Masters Plus, Taylor@DockMastersPlus.com Additional mailings: Matt Mitchell, Palm Beach County, Environmental Resources, mmitchell@pbcgov.org FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52, F. S., with the designated Department Clerk, receipt of which is hereby acknowledged. August 3, 2022 Clerk Date Page 85 Attachment A 62-330.051 Exempt Activities. The activities meeting the limitations and restrictions below are exempt from permitting. However, if located in, on, or over state-owned submerged lands, they are subject to a separate authorization under chapters 253 and 258, F.S., as applicable. (5) Dock, Pier, Boat Ramp and Other Boating -related Work ‒ (h) The installation of a pile-supported boat lift within an existing mooring area at a docking facility that is legally in existence, provided: 1. Such installation does not conflict with a condition of a permit issued thereunder; 2. The boat lift does not include additional structures, such as platforms, cat walks, and roofs. Rulemaking Authority 373.026(7), 373.043, 373.4131, 373.4145, 403.805(1) FS. Law Implemented 373.406, 373.4131, 373.4145, 373.415, 403.813(1) FS. History –New 10-1-13, Amended 6-1-18 Page 86 DRAFTING SERVICES GENERAL NOTES 1. ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. 2. DESIGN IN ACCORDANCE WITH 2020 7TH EDITION OF THE FLORIDA BUILDING CODE. 3. CONSTRUCTION METHODS, PROCEDURES, AND SEQUENCES ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE THE NECESSARY MEANS TO MAINTAIN AND PROTECT THE STRUCTURAL INTEGRITY AND SERVICEABILITY OF THE CONSTRUCTION AT ALL TIMES. 4. ANY DISCREPANCIES FOUND FOR ANY CIRCUMSTANCE BETWEEN THE STRUCTURAL PLANS AND THE EXISTING CONDITIONS FOUND ON SITE AND/OR ANY CONDITIONS THAT WERE OMITTED ON THE PLANS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMMEDIATELY BRING TO THE ATTENTION OF THE ENGINEER OF RECORD. 5. EXISTING CONDITIONS ARE UNKNOWN, THEREFORE, WORST CASE CONDITIONS HAVE BEEN APPROXIMATED. ALL EXISTING CONDITIONS ARE ASSUMED AND MUST BE CONFIRMED BY THE CONTRACTOR AFTER PERMITTING. 6.ENGINEERS LIMITATIONS OF RESPONSIBILITY: THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE QUALITY OR COMPOSITION OF MATERIALS, FABRICATIONS, CONSTRUCTION INSPECTION, SUPERVISION, OR REVIEW, SPECIAL INSPECTION, OR THE QUALITY AND CORRECTNESS OF CONSTRUCTION UNLESS THE APPROPRIATE SUBMISSIONS, REPORTS, APPROVALS, INSPECTIONS, SITE VISIT, CONSTRUCTION REVIEW, OR SPECIAL INSPECTIONS ARE PERFORMED BY THE ENGINEER OR HIS REPRESENTATIVE AS REQUIRED HEREIN, AND THEN ONLY SUCH RESPONSIBILITY AS IN ASSOCIATED WITH THE SPECIFIC WORK PERFORMED AS IS COMMONLY ASSIGNED A STRUCTURAL ENGINEER IN RELATION TO OTHER ENGINEERING AND CONSTRUCTION DISCIPLINES ASSOCIATED WITH THE PROJECT. 7. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR SITE AND CONSTRUCTION SAFETY AND/OR THE SAFETY OF CONSTRUCTION WORKERS. SITE AND CONSTRUCTION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF HIS EMPLOYEES AND THE SAFETY OF THE EMPLOYEE OF ALL SUBCONTRACTORS TO THE PROJECT. 8.ENGINEER'S STATEMENT OF COMPLIANCE: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE STRUCTURE PLANE AND SPECIFICATIONS PRESENTED HEREIN COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES, STANDARDS, AND PRACTICES. 1 02 this electronic signature along with p.e. seal on each sheet cetifies all sheets in this file. Southeast District Permit Number 50-0192132-009-EE Page 87 DRAFTING SERVICES ’ ’ Southeast District Permit Number 50-0192132-009-EE Page 88 DRAFTING SERVICES Southeast District Permit Number 50-0192132-009-EE Page 89 R egulatory Division South Branch Palm Beach Gardens Section SAJ-2022-02368(GP-KMM) D avid Joseph 1100 Highland Beach Drive, Apt A Highland Beach, FL 33487 Sent via email: DavidJoseph@keyes.com D ear David Joseph: The U.S. Army Corps of Engineers (Corps) has completed the review of your applic ation for a Department of the Army permit, which the Corps received on July 27, 2022. Your application was assigned file number SAJ -2022-02368. A review of the information and drawings provided indicates that the proposed work would improve water access of a single-family residence by the installation of a boatlift. The activities subject to this permit are authorized pursuant to authorities under Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. § 403). The project is located in Intracoastal Waterway at 1100 Highland Beach Drive, in Section 04, Township 47 South, Range 43 East, Highland Beach, Palm Beach County, Florida. This letter verifies your project, as described above and depicted on the enclosed drawings, is authorized by Regional General Permit (RGP) SAJ -20 and any subsequent modifications, if applicable. This RGP authorization is valid until March 27, 2023. Please access the Corps' Jacksonville District Regulatory Division Source Book webpage to view the special and general conditions for SAJ -20, which apply specifically to this authorization. The Internet URL address is: http://www.saj.usace.army.mil/Missions/Regulatory.aspx . Please be aware this Internet address is case sensitive; and, you will need to enter it exactly as it appears above. Once there select “Source Book”; and, then select “General Permits.” Then you will need to select the specific SAJ permit noted above. You must comply with ALL the RGP general and special, attached and/or incorporated by reference, and the Project Specific Special Conditions and General Conditions, listed below , or you may be subject to enforcement action. General Conditions (33 CFR PART 320-330): DEPARTMENT OF THE ARMY CORPS O F ENGINEERS , JACKSONVILLE DI STRICT 4400 PGA BOULEVARD, SUITE 500 PALM BEACH GARDENS, FLORIDA 33410 September 28, 2022 Page 90 -2- 1. The time limit for completing the work authorized ends on March 27, 2023. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this of fice, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit you must obtain the signature of the new owner on the transfer form attached to this letter and forward a copy to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. 6. You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. Project Specific Special Conditions: The following project specific special conditions are included with this verification: 1. Reporting Address: The Permittee shall submit all reports, notifications, documentation and correspondence required by the general and special conditions of this permit to either (not both) of the following addresses: a. For electronic mail (preferred): SAJ -RD-Enforcement@usace.army.mil (not to exceed 15 MB). b. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, Florida 32232-0019. The Permittee shall reference this permit number, SAJ -2022-02368, on all submittals. Page 91 -3- 2. Commencement Notification: Within 10 days from the date of initiating the work authorized by this permit the Permittee shall submit a completed “Commencement Notification” Form (Attachment 2). 3. As-Built Certification with X-Y Coordinates: Within 60 days of completion of the authorized work or at the expiration of the construction window of this permit, whichever occurs first, the Permittee shall submit as-built drawings of the authorized work and complete the enclosed “As-Built Certification by Professional Engineer or Surveyor” form, (Attachment 3) to the Corps. The drawings shall be signed and sealed by a registered professional engineer or a professional land surveyor confirming the actual location of all authorized work/structures with respect to the Federal channel and/or within the Federal easement and include the following: a. A plan view drawing of the location of the authorized work footprint (as shown on the permit drawings) with an overlay of the work as constructed in the same scale as the attached permit drawings (8½-inch by 11-inch). The drawings shall include the X & Y State Plane coordination points of the most waterward point of the structure. The drawings shall include the dimensions of the structure, location of mean high water line (MHWL), depth of water (at mean low water) at the waterward end of the structure, and the distance from the waterward end of the structure to the near design edge of the Federal channel. b. List of any dev iations between the work authorized by this permit and the work as constructed. In the event the completed work deviates, in any manner, from the authorized work, describe on the As-Built Certification Form the deviations between the work authorized by this permit and the work as constructed. Clearly indicate on the as-built drawings any deviations that have been listed. Please note the depiction and/or description of any deviations on the drawings and/or As-Built Certification Form does not constitute appr oval of any deviations by the Corps. c. The Department of the Army Permit numb 4. Assurance of Navigation and Maintenance: The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. Page 92 -4- 5. Manatee Conditions: The Permittee shall comply with the “Standard Manatee Conditions f or In-Water Work – 2011” (Attachment 4). The most recent version of the Manatee Conditions must be utilized. 6. Jacksonville District Programmatic Biological Opinion (JAXBO): Structures and activities authorized under this permit will be constructed and operated in accordance with all applicable PDCs contained in the JAXBO, based on the permitted activity. Failure to comply with applicable PDCs will constitute noncompliance with this permit. In addition, failure to comply with the applicable PDCs, where a take of listed species occurs, would constitute an unauthorized take. The NMFS is the appropriate authority to determine compliance with the Endangered Species Act. The most current version of JAXBO can be accessed at the Jacksonville District Regulatory Division website in the Endangered Species section of the Sourcebook located at: http://www.saj.usace.army.mil/Missions/Regulatory/SourceBook.aspx JAXBO may be subject to revision at any time. The most recent version of these JAXBO must be utilized during the design and construction of the permitted work. 7. Turbidity Barriers: Prior to the initiation of any of the work authorized by this permit, the Permittee shall install floating turbidity barriers with weighted skirts that extend within 1 foot of the bottom around all work areas that are in, or adjacent to, surface waters. The turbidity barriers shall remain in place and be maintained daily until the authorized work has been completed and turbidity within the construction area has returned to ambient levels. Turbidity barriers shall be removed upon stabilization of the work area. 8. Cultural Resources/Historic Properties: a. No structure or work shall adversely affect impact or disturb properties listed in the National Register of Historic Places (NRHP) or those eligible for inclusion in the NRHP. b. If, during permitted activities, items that may have historic or archaeological origin are observed the Permittee shall immediately cease all activities adjacent to the discovery that may result in the destruction of these resources and shall prevent his/her employees from further removing, or otherwise damaging, such resources. The applicant shall notify both the Florida Department of State, Division of Historical Resources, Compliance Review Section at (850)-245-6333 and the Corps, of the observations w ithin the same business day (8 hours). Examples of submerged historical, archaeological or cultural resources include shipwrecks, shipwreck debris fields (such as steam engine parts, or wood Page 93 -5- planks and beams), anchors, ballast rock, concreted iron objects, concentrations of coal, prehistoric watercraft (such as log "dugouts"), and other evidence of human activity. The materials may be deeply buried in sediment, resting in shallow sediments or above them, or protruding into water. The Corps shall coordinate with the Florida State Historic Preservation Officer (SHPO) to assess the significance of the discovery and devise appropriate actions. Project activities shall not resume without verbal and/or written authorization from the Corps. c. Additional cultural resources assessments may be required of the permit area in the case of unanticipated discoveries as referenced in accordance with the above Special Condition and, if deemed necessary by the SHPO or Corps, in accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend, or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume on non-federal lands without written authorization from the SHPO for finds under his or her jurisdiction, and from the Corps. d. In the unlikely event that unmarked human remains are identified on non- federal lands; they will be treated in accordance with Section 872.05 Florida Statutes. All work and ground disturbing activities within a 100- meter diameter of the unmarked human remains shall immediately cease and the Permittee shall immediately notify the medical examiner, Corps, and State Archaeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPO. Based on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend, or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume without written authorization from the SHPO and from the Corps. 9. Consent to Easement: A portion of the authorized work may be located within the Federal right-of -way and therefore, may require a Department of the Army Consent to Easement. A copy of this authorization has been forwarded to the Corps’ Real Estate Division for action on the Consent to Easement. Prior to commencement of construction, the Permittee shall provide a copy of the C orps approved Consent to Easement to the address identified in Reporting Addresses Special Condition. The Real Estate Division is responsible for issuing the Consent to Easement. For questions or status updates on the Consent to Easement, please contact Real Estate Division at SAJ -RE-Consent@usace.army.mil or Post Office Box 4970, Jacksonville, Florida 32232-0019 or by telephone at 904-570-4515. Page 94 -6- 10. Federal Channel Setback: The most waterward edge of the authorized project shall be constructed no closer than 68.3 feet from the near design edge of the federal channel as shown in the attached drawings. Jurisdictional Determination: A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you may request an approved JD, which is an appealable action, by contacting the Corps for further instruction. This letter of authorization does not include conditions that would prevent the ‘take’ of a state-listed fish or wildlife species. These species are protected under sec. 379.411, Florida Statutes, and listed under Rule 68A -27, Florida Administrative Code. With regard to f ish and wildlife species designated as species of special concern or threatened by the State of Florida, you are responsible for coordinating directly with the Florida Fish and Wildlife Conservation Commission (FWC). You can visit the FWC license and permitting webpage (http://www.myfwc.com/license/wildlife/) for more information, including a list of those fish and wildlife species designated as species of special concern or threatened. The Florida Natural Areas Inventory (http://www.fnai.org/) also maintains updated lists, by county, of documented occurrences of those species. This letter of authorization does not give absolute Federal authority to perform the work as specified on your application. The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program. You should contact your local office that issues building permits to determine if your site is located in a flood-prone area, and if you must comply with the local building requirements mandated by the National Flood Insurance Program. This letter of authorization does not preclude the necessity to obtain any other Federal, State, or local permits, which may be required. Thank you for your cooperation with our permit program. The Corps’ Jacksonville District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to complete our automated Customer Servic e Survey at https://regulatory.ops.usace.army.mil/customer-service-survey/. Please be aware this Internet address is case sensitive; and, you will need to enter it exactly as it appears above. Your input is appreciated – favorable or otherwise. Should you have any questions related to this RGP verification or have issues accessing the documents referenced in this letter , please contact Kaitlyn Mallett at the Page 95 -7- letterhead address above, via telephone at 561-510-6534, or via e-mail at Kaitlyn.M.Mallett@usace.army.mil. Sincerely, Kaitlyn Mallett Project Manager Enclosures Project Drawings Commencement Notification form Self -Certification Statement of Compliance form Standard Manatee Conditions for In-Water Work —2011 Cc: Taylor McInnis, D ock Masters Plus, taylor@dockmastersplus.com Page 96 DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST DA PERMIT NUMBER: SAJ-2022-02368(GP-KMM) When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. Although the construction period for works authorized by Department of the Army permits is finite, the permit itself, with its limitations, does not expire. To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Section, Post Office Box 4970, Jacksonville, FL 32232-0019 or submit via electronic mail to: SAJ -RD-Enforcement@usace.army.mil (not to exceed 15 MB). ___________________________________ ___________________________ (TRANSFEREE-SIGNATURE) (SUBDIVISION) ___________________________________ _________ ____________ (DATE) (LOT) (BLOCK) __________________________ ___________________________________ (STREET ADDRESS) (NAME-PRINTED) ___________________________________ ___________________________________ (MAILING ADDRESS) ___________________________________ (CITY, STATE, ZIP CODE) Page 97 Page 98 Page 99 Page 100 Page 101 LEGEND SYMBOL Digitally signed by John E Kuhar:A01410D00000178414F171500006D0E DN: c=US, o=BASELINE LAND SURVEY LLC, cn=John E Kuhar:A01410D00000178414F171500006D0E Date: 2022.09.19 09:29:46 -04'00' Page 102 COMMENCEMENT NOTIFICATION Within ten (10) day s of initiating the authorized work, submit this form to via electronic mail to saj-rd-enforcement@usace.army.mil (preferred, not to exceed 15 MB) or by standard mail to U.S. Army Corps of Engineers, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019. 1. Department of the Army Permit Number : SAJ- - ( - ) 2. Permittee Information: Name: __________________________________________ Email: __________________________________________ Address: __________________________________________ __________________________________________ Phone: __________________________________________ 3. Construction Start Date: ______________________ 4. Contact to Schedule Inspection: Name: __________________________________________ Email: __________________________________________ Phone: __________________________________________ ______________________________ Signature of Permittee ______________________________ Printed Name of Permittee ______________________________ Date Page 103 AS-BUILT CERTIFICATION BY PROFESSIONAL ENGINEER Submit this form and one set of as-built engineering drawings to the U.S. Army Corps of Engineers, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019. For electronic mail saj-rd-enforcement@usace.army.mil (not to exceed 15 MB). 1. Department of the Army Permit Number: SAJ- - ( - ) 2. Permittee Information: Name: _____________________________________________ Address: _____________________________________________ _____________________________________________ 3. Project Site Identification (physical location/address): ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ 4. As-Built Certification: I hereby certify that the authorized work, including any mitigation required by Special Conditions to the permit, has been accomplished in accordance with the Department of the Army permit with any deviations noted below. This determination is based upon on-site observation, scheduled, and conducted by me or by a project representative under my direct supervision. I have enclosed one set of as-built engineering drawings. ________________________________ _______________________________________ Signature of Engineer Name (Please type) ________________________________ _______________________________________ (FL, PR, or VI) Reg. Number Company Name ________________________________ _____________________ ____________ City State ZIP (Affix Seal) ___________________________________ _______________________________________ Date Telephone Number Page 104 -2- Date Work Started:____________________ Date Work Completed:______________________ Identify any deviations from the approved permit drawings and/or special conditions (attach additional pages if necessary): ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ Page 105 STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011 The permittee shall comply with the following conditions intended to protect manatees from direct project effects: a. All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act. b. All vessels associated with the construction project shall operate at "Idle Speed/No Wake” at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. c. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement. d. All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s). All in-water operations, including vessels, must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation. Animals must not be herded away or harassed into leaving. e. Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922. Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida, and to FWC at ImperiledSpecies@myFWC.com f. Temporary signs concerning manatees shall be posted prior to and during all in-water project activities. All signs are to be removed by the permittee upon completion of the project. Temporary signs that have already been approved for this use by the FWC must be used. One sign which reads Caution: Boaters must be posted. A second sign measuring at least 8 ½” by 11" explaining the requirements for “Idle Speed/No Wake” and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities. These signs can be viewed at MyFWC.com/manatee. Questions concerning these signs can be sent to the email address listed above. Page 106 CAUTION: MANATEE HABITAT All project vessels IDLE SPEED / NO WAKE When a manatee is within 50 feet of work all in-water activities must SHUT DOWN Report any collision with or injury to a manatee: Wildlife Alert: 1-888-404-FWCC (3922) cell * FWC or #FWC Page 107 REPORT HOLDER: HURRICANE BOAT LIFTS 3301 SE SLATER STREET STUART, FL 34997 USA (772)-781-2556 | HURRICANEBOATLIFTS.COM SCOPE OF EVALUATION (compliance with the following codes): THIS IS A STRUCTURAL (WIND & GRAVITY) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR OTHER PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. This Product Evaluation Report is being issued in accordance with the requirements of the Florida Building Code Seventh Edition (2020) and the International building Code (2015 & 2018). The product noted on this report has been tested and/or evaluated as summarized herein. IN ACCORDANCE WITH THESE CODES EACH OF THESE REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED SEAL OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: • Product Evaluation Documents Substantiating documentation has been submitted to provide this TER and is summarized in the sections below. • Structural Engineering Calculations Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: • Maximum allowable gravity loads • Maximum allowable wind loads Calculation summary is included in this TER and appears below. NOTE: No 33% increase in allowable stress has been used in the design of this product. INSTALLATION: The product(s) listed above shall be installed in strict compliance with this TER & manufacturer-provided model specifications. The product components shall be of the material specified in the manufacturer-provided product specifications. All screws must be installed in accordance with the applicable provisions & anchor manufacturer’s published installation instructions. LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this TER as noted herein. See final page for complete limitations and conditions of use. Note: The unit included in this TER has been analyzed for wind and gravity loads only. This does not include any verification that involves moving or transporting the unit or the movement of the unit components. Data on relocation by crane or other lifting methods must be certified per separate engineering. Pilings described herein are considered to be part of the host structure and are not part of this certification. Attachment of lift assembly to host structure shall be certified by others. NOTE: THE GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE. The FBC 7th Edition (2020) & IBC (2018) defines APPROVED SOURCE (Section 202) as: “An independent person, firm or corporation, approved by the building official, who is competent and experienced in the application of engineering principles to materials, methods or systems analyses.” Engineering Express® professionals meet the competency requirements as defined in the FBC and can seal their work. Engineering Express® is regularly engaged in conducting and providing engineering evaluations of single-element and full-scale building systems. Technical Evaluation Report MATERIAL: Aluminum (6061-T6 or 6005-T5 minimum unless noted otherwise) Wood (Southern Yellow Pine, P.T #1 unless noted otherwise) Stainless Steel wire rope (304 SS minimum) OPTIONS: This evaluation is valid for all models that appear in the tables within this report. STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations: ASCE 7-16 VULTIMATE wind speed=50 MPH (with boat), VULTIMATE wind speed=180 MPH (without boat) Exposure ‘D’ Risk Category II, on flat terrain (Kzt=1.0) Dock/Seawall application & integrity per site-specific installation instructions (not included in this report). - Valid for use inside and outside the High-Velocity Hurricane Zone (HVHZ). - Maximum lift capacities as noted in design tables herein. MAX WIND 50 MPH SUSTAINED REMOVE BOAT WHEN WINDS APPROACH THIS SPEED OR FOR ANY NAMED STORM THIS DOCUMENT CONTAINS (4) PAGES: THE FIRST PAGE MUST BEAR AN ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE All members in contact with dissimilar metals shall be insulated to prevent electrolysis. (Subject to Renew November 1, 2022 or next code ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SEAL REQUIRED TO BE VALID PER CODE: ____________________________________________ Frank Bennardo, P.E., SECB If Checked, Certifying ENGINEERING EXPRESS® Engineer and PE # FL PE #0046549 FLCA #9885 Appear Above DIGITAL SEAL NOTICE: IF THIS DOCUMENT IS DIGITALLY SIGNED, THIS SHEET IS PART OF A DIGITALLY SIGNED FILE. IT SHALL REMAIN IN DIGITAL FORMAT, SHALL BE VERIFIED BY ELECTRONIC MEANS, & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. VISIT ECALC.IO/DS TO LEARN MORE. PRINTED DOCUMENT NOTICE: IF THIS DOCUMENT IS PRINTED & DOES NOT CONTAIN AN ENGINEER’S ORIGINAL SIGNATURE & SEAL, THIS DOCUMENT IS VOID & NOT VALID FOR USE. PHOTOCOPIES ARE NOT PERMITTED FOR USE. VISIT ECALC.IO/46280 FOR ENGINEER CERTIFIED ORIGINALS & MORE INFORMATION ABOUT THIS DOCUMENT OR SCAN THIS QR CODE VISIT ENGINEERINGEXPRESS.COM/STORE FOR ADDITIONAL PLANS, REPORTS & RESOURCES ENGINEERINGEXPRESS.COM POSTAL ADDRESS: 401 W EST A TLANTIC A VENUE R10 #219 D ELRAY B EACH, FL 33444 CATEGORY 3, ELEVATOR BOAT LIFT (3,000LB – 24,000LB CAPACITY) TER-21-46280 Florida Building Code 7th Edition (2020) International Building Code (2015, & 2018) Copyright © Engineering Express® All Rights Reserved VALID ONLY FOR ZIP CODE: 33487 VALID ONLY FOR: David Joseph FOR PERMIT USE WITHIN 14 DAYS OF DIGITAL SEAL PE0046549 CA-9885 Digitally signed by Frank Bennardo Reason: Printed copies of this document are not considered signed and sealed; The signature must be verified on any electronic copies. Date: 2022.03.07 09:47:50 -05'00' Page 108 Page 2 of 4 HURRICANE BOAT LIFTS Engineering Express®| TER- 21-46280 P OSTAL A DDRESS: 401 W EST A TLANTIC A VENUE R10 #219 D ELRAY B EACH, FL 33444 E NGINEERINGE XPRESS.COM SECTION 2 – ILLUSTRATIONS & DIMENSIONS IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITE-SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT. Page 109 Page 3 of 4 HURRICANE BOAT LIFTS Engineering Express®| TER- 21-46280 P OSTAL A DDRESS: 401 W EST A TLANTIC A VENUE R10 #219 D ELRAY B EACH, FL 33444 E NGINEERINGE XPRESS.COM LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this TER as noted herein. The supporting host structure shall be designed to resist all superimposed loads as determined by others on a site specific basis as may be required by the Authority Having Jurisdiction. Host structure conditions which are not accounted for in this product’s respective anchor schedule shall be designed on a site-specific basis by a registered professional engineer. No evaluation is offered for the host supporting structure by use of this document; Adjustment factors noted herein and the applicable codes must be considered, where applicable. All supporting components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Fasteners must penetrate the supporting members such that the full length of the threaded portion is embedded within the main member. All anchors, screws, straps, clips, and attachment part can be substituted for equivalent parts, as long as the capacities of the equivalent parts are equal or stronger. This evaluation does not offer any evaluation to meet large missile impact debris requirements which typically are not required for this type of product. Yearly inspections, during equipment maintenance or after a named storm; all components shall remain undamaged and in original condition. All damaged components, loose, corroded, broken screws or anchor bolts shall be replaced to ensure structural integrity. ISOMETRIC VIEW THE IMAGE SHOWN IS FOR REPRESENTATION PURPOSES ONLY TO SHOW CRITICAL COMPONENT LOCATIONS AND MAY VARY DEPENDING ON LIFT MODEL SECTION 2 – CONTINUED Page 110 Page 4 of 4 HURRICANE BOAT LIFTS Engineering Express®| TER- 21-46280 P OSTAL A DDRESS: 401 W EST A TLANTIC A VENUE R10 #219 D ELRAY B EACH, FL 33444 E NGINEERINGE XPRESS.COM Aluminum welding shall be performed in accordance with the FBC section 2003.8.1.3 with weld filler alloys meeting ANSI/AWS a5.10 standards to achieve ultimate design strength in accordance with the Aluminum Design Manual. Use weld filler 5556 or better electrodes. All aluminum construction shall be in conformance with the tolerances, quality and methods of construction as set forth in FBC/IBC and the American Welding Society's Structural Welding Code-Aluminum. Minimum weld is 3/8" throat full perimeter fillet weld unless otherwise noted in drawing specification package. Lift Capacity: 3,000lb Lift Capacity: 5,000lb Lift Capacity: 7,000lb Lift Capacity: 10,000lb Lift Capacity: 12,000lb Lift Capacity: 15,000lb Lift Capacity: 17,000lb Lift Capacity: 20,000lb Lift Capacity: 24,000lb A CRADLE BEAM (ExMxS/T1)** 6.0"X4.0"X0.29"/ 0.19" (8' LONG) 8.0"X5.0"X0.35"/ 0.23" (8'-4" LONG) 8.0"X5.0"X0.41"/ 0.25" (8'-4" LONG) 9.0"X5.5"X0.44"/ 0.27" (8'-4" LONG) 10.0"X6.0"X0.41"/ 0.25" (8'-4" LONG) 10.0"X6.0"X0.50"/ 0.29" (8'-4" LONG) 12.0"X7.0"X0.47"/ 0.29" (10' LONG) 12.0"X7.0"X0.62"/ 0.31" (10' LONG) 12.0"X7.0"X0.62"/ 0.31" (10' LONG) B LIFT BEAM (ExMxS/T1)** 6.0"X4.0"X0.29"/ 0.19" (25' LONG) 8.0"X5.0"X0.35"/ 0.23" (25' LONG) 8.0"X5.0"X0.41"/ 0.25" (25' LONG) 9.0"X5.5"X0.44"/ 0.27" (25' LONG) 10.0"X6.0"X0.41"/ 0.25" (25' LONG) 10.0"X6.0"X0.50"/ 0.29" (25' LONG) 12.0"X7.0"X0.47"/ 0.29" (25' LONG) 12.0"X7.0"X0.62"/ 0.31" (25' LONG) 12.0"X7.0"X0.62"/ 0.31" (25' LONG) CBUNK 3"X8"X14' P.T. SYP #1 CARPETED D BUNK BRACKET SUPPORT E SS WIRE ROPE (2) 3/8"X30' 7X19 SS 304 (2 PART) (2) 3/8"X60' 7X19 SS 304 (4 PART) F PLATE GUSSET (2 PER BEAM) G PLATE ARM (2 PER BEAM)N/A 4"X3/4" PLATE H UPPER CHANNEL (2 PER BEAM) (ExMxS)*** (EXMXS/W)**** C6X1.945X0.20 C- CHANNEL*** I UPPER ROLLER SUPPORT (2 PER SIDE) 3"X3"X3/8"X9" LONG ANGLE J LOWER ROLLER SUPPORT (2 PER SIDE) 3"X3"X3/8"X16" LONG ANGLE *K MOTOR AND GEAR BOX L CROSS BRACE ASSEMBLY M LOWER STIFFENER *N ATTACHMENT BRACKET *O GUIDE POST *8' * REPRESENTS COMPONENTS AS PROVIDED BY MANUFACTURER THAT ARE NO T PART OF THIS CERTIFICATION. THESE COMPONENTS SHALL BE CERTIFI ED BY OTHERS TO RESIST ALL IMPOSED LOADS ** I-BEAM CROSS SECTIONAL DIMENSIONS, SEE BELOW: *** C-CHANNEL CROSS SECTIONAL DIMENSIONS NOTED AS FOLLOWS (AMERICAN STANDARD), SEE BELOW: **** C-CHANNEL CROSS SECTIONAL DIMENSIONS NOTED AS FOLLOWS (ALUMINUM ASSOCIATION), SEE BELOW: I-BEAM 3"X2.5"X0.26"/0.15"N/A MAX BOAT BEAM (WIDTH)11'8'-6" 12' 12'-6" OUTER: 2.375"ØX0.218 PIPE / INNER: 1.90"ØX0.20 PIPEN/A 2"X3"X1/4" ANGLE 3"X3/8" PLATE 3"X3"X3/8"X8" LONG ANGLE 3"X3"X3/8"X14" LONG ANGLE C10X2.6X0.240 C-CHANNEL*** C12X2.96X0.30 C-CHANNEL***C8X3.0X0.35/0.19 C-CHANNEL**** 3"X3"X1/4"X12" LONG ANGLE W/ STIFFENER TUBE 4"X4"X1/2"X23.75" LONG ANGLE 3"X3"X3/8"X10" LONG ANGLE 3"X3"X3/8"X16" LONG ANGLE Description No. Component 2"X8"X12' P.T. SYP #1 CARPETED 3"X8"X16' P.T. SYP #1 CARPETED NOTE: THIS TABLE AND CORRESPONDING DRAWINGS HEREIN ARE INTENDED TO SUMMARIZE THE MAIN STRUCTURAL COMPONENTS OF THE LIFT SYSTEMS AND ARE NOT INTENDED TO BE FULL ASSEMBLY DRAWINGS. FOR FULL ASSEMBLY DRAWINGS, SEE INDIVIDUAL LIFT DRAWI NG SPECIFICATION PACKAGES WHICH CAN BE PROVIDED BY MANUFACTURER OR BY THIS OFFICE 3"X3"X3/8" ANGLE (BY OTHERS) 60" HEIGHT 120" HEIGHT (2) 5/16"X30' 7X19 SS 304 (2 PART) (2) 3/8"X45' 7X19 SS 304 (3 P ART) 10"X3/8" PLATE 12"X1/2" PLATE 12"X3/4" PLATE 3"X1/2" PLATE 3"X3/4" PLATE 2"X2"X1/4" ANGLE (BY OTHERS) Proj. # Remarks By Checked Date 21-46280 Initial Issue RWN FLB 10/29/2021 SECTION 3 – PRODUCT COMPONENTS Page 111 Page 112 Page 113 Page 114 Page 115 Page 116 PUBLIC NOTICE APPLICATION NO. 22-0006 500 Ft Public Notification Boundary September 13, 2022 Dear Property Owner: This is to notify you that the PLANNING BOARD of the Town of Highland Beach will conduct a public hearing on Thursday, October 13, 2022 at 9:30 AM in the Commission Chambers at Town Hall, 3614 South Ocean Boulevard, Highland Beach, Florida to consider the following application. APPLICATION BY DAVID C. JOSEPH, JR. FOR A SPECIAL EXCEPTION APPROVAL TO INSTALL A 10,000 POUND CAPACITY BOAT LIFT FOR A PROPERTY LOCATED AT 1100 HIGHLAND BEACH DRIVE APT. A. The application is available for inspection in the Town Clerk’s Office at Town Hall, Monday through Friday during normal business hours of 8:30 a.m. to 4:30 p.m. Public participation will be in the form of in-person, Zoom, or telephone calls. Persons desiring to participate in the meeting must preregister by contacting the Town Clerk’s Office at the email address publiccomments@highlandbeach.us or by submitting a public comment to the Town of Highland Beach’s Agendas and Meetings webpage https://mmportal6.teammunicode.com//. At the top of the webpage, click on “Public Comments” complete the electronic form and click submit. The submitted comment will be read into the record during the corresponding portion of the meeting. All requests will be accepted up until 9:30 A.M. on Wednesday, October 12, 2022. Any person that decides to appeal any decision made by the Town Commission with respect to any matter considered at this meeting, such person will need to ensure that a verbatim record of the proceeding is made, which includes the testimony and evidence upon which the appeal is based. The Town of Highland Beach does not provide such a record. In accordance with the Americans with Disabilities Act, persons who need special accommodation to attend or participate in this meeting should contact the Town Clerk’s Office at (561) 278-4548 at least 48 hours prior to the meeting. If you are hearing or speech impaired, please contact the Florida Relay Service at 1-800-955-8770 or 1-800-955-8771. For additional information, please contact the Town Planner at (561) 278-4540. TOWN OF HIGHLAND BEACH, BUILDING DEPARTMENT Page 117 10/3/22, 10:54 AM Sun Sentinel - Palm Beach https://enewspaper.sun-sentinel.com/html5/desktop/production/print.aspx?edid=5630c79a-c409-4e46-8281-a43ed5aeae66&type=pages&pages=25,1/1 Page 118 Sold To: Town of Highland Beach - CU00398185 3614 So. Ocean Blvd. Highland Beach,FL 33487 Bill To: Town of Highland Beach - CU00398185 3614 So. Ocean Blvd. Highland Beach,FL 33487 Published Daily Fort Lauderdale, Broward County, Florida Boca Raton, Palm Beach County, Florida Miami, Miami-Dade County, Florida State Of Florida County Of Orange Before the undersigned authority personally appeared Rose Williams, who on oath says that he or she is a duly authorized representative of the SUN- SENTINEL, a DAILY newspaper published in BROWARD/PALM BEACH/MIAMI-DADE County, Florida; that the attached copy of advertisement, being a Legal Notice in: The matter of 11745-Other Legal Notices , Was published in said newspaper by print in the issues of, or by publication on the newspaper¶s website, if authorized on Oct 03, 2022 Affiant further says that the newspaper complies with all legal requirements for publication in Chapter 50, Florida Statutes. Signature of Affiant Sworn to and subscribed before me this: October 04, 2022. Signature of Notary Public Name of Notary, Typed, Printed, or Stamped Personally Known (X) or Produced Identification ( ) Affidavit Delivery Method: E-Mail Affidavit Email Address: gthompson@highlandbeach.us 7292946 SUN-SENTINEL SUN-SENTINEL Order # - 7292946 SUN-SENTINEL