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Florida Department of Regulation (FDEP) Permit or Exemption
File COP7, Depart Florida Department of Rick rota °�as �eh� p Governor ° Environmental Protection ° - Carlos Lopez-Cantera SOUTHEAST DISTRICT OFFICE Lt. Governor 3301 GUN CLUB ROAD, MSC 7210-1 WEST PALM BEACH, FL 33406 Jonathan P. Steverson 561-681-6600 Secretary' February 2,2017 RECEIV--D APR 25 2T7 i Billy Hughes 25 Sovereign Way Ft.Pierce,FL 34949 Sent via e-mail to: skittkayeQyahoo.com Re: File No.: 56-0349775-001,003,004-EE File Name: Hughes I' Dear Mr.Hughes: it On December 13,2016,we received your application and on January 17,2017,the application was complete for an exemption to 1)replace a 50-linear foot seawall landward of the existing timber seawall,2)replace a 288 ft marginal dock with a 3 ft.by 30 ft. (90 fl2)finger pier; and 4) install a boat lift and a personal watercraft lift. The project is located in the canal in Queens Cove, Class III Waters, adjacent to 25 Sovereign Way,Fort Pierce(Section 14,Township 34 South,Range 40 East), in St.Lucie County(Latitude N 27' 30' 50.65", Longitude W 80° 18' 58.23"). I . 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 review portion 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. 1. Regulatory Review—VERIFIED Based on the information submitted,the Department has verified that the activities as proposed are exempt, under Chapter 62-330.051(12)(a), (5)(b and c)Florida Administrative Code, from the need to obtain a regulatory permit under part IV of Chapter 373 of the Florida Statutes. www.dep.state.fl.us I I i I I I File No.:56-0349775-001,003,004-EE File Name:Hughes Page 2 of 5 �I 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 will expire after one year, and will not be valid at any other time if site conditions materially change,the project design is modified, or the statutes or rules governing the exempt activity are amended. However,the activity may still be conducted without further notification to or verification from the Department after the one-year expiration of this verification,provided: 1)the project design does not change;2)site conditions do not materially change; and 3)there are no changes to the statutes or rules governing the exempt activity. In the event you need to re-verify the exempt status for the activity after the one-year expiration of this verification,a new application 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. Conditions of compliance with the regulatory exemption are contained in Attachment A. 2. Proprietary Review—NOT REQUIRED The activity does not appear to be located on sovereign submerged lands, and 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—SPGP NOT APPROVED Your proposed activity as outlined on your notice and attached drawings does not qualify for Federal authorization pursuant to the State Programmatic General Permit and a.separate permit or authorization may be required from the Corps.A copy of your permit application has been forwarded to the Corps for their review. The Corps will issue their authorization directly to you or contact you if additional information is needed. If you have not heard from the Corps within 30 days from the date your application was received at the local FDEP Office, contact the Corps at the Palm Beach'Gardens Regulatory Field Office at(561)472-3508, for status and further information. Failure to obtain Corps authorization prior to construction could subject you to federal enforcement action by that agency. 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 insure 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 I I 1 I • • - I File No.:56-0349775-001,003,004-EE File Name:Hughes Page 3 of 5 action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action,the filing of a petition means that the Department's final action may be different from the position taken by it in this notice. 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 Rule 28-106.201,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 email address, any facsimile number, and telephone number of the petitioner;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 are or 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 I Department at 3900 Commonwealth Boulevard,Mail Station 35,Tallahassee,Florida 32399- 3000. 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 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)1 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. Under Section 120.60(3),F.S.,however, any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice, regardless of the date of publication. 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 it File No.:56-0349775-601,003,004-EE File Name:Hughes Page 4 of 5 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 287106.205, F.A.C. 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,before the applicable 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 the order is filed with the Clerk of the Department. Judicial Review 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 Rules 9.110 and 9.190,Florida Rules of Appellate Procedure,with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard,M.S. 35, 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 of Appeal must be filed within 30 days from the date this action is filed with the Clerk of the Department. ! I File No.:56-0349775-001,003,004-EE File Name:Hughes Page 5 of 5 Thank you for applying to the Submerged Lands and Environmental Resource Permit Program. If you have any questions regarding this matter,please contact Bruce Kay at the letterhead address or at(561) 681-6695 or by email at Bruce.Kayndep.state.fl.us Executed in Palm Beach County,Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION I Monica Sovacool Environmental Manager Southeast District Enclosures: Attachment A- Specific Exemption Rule Attachment B-Newspaper Publication Project Drawings, 6 pages CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this permit and all copies were j sent on the filing date below to the following listed persons: FDEP—Monica Sovacool,Bruce Kay USACOE-Palm Beach Gardens,Application-SP@usace.army.mil Holly Burgess,Mr.Hustle Inc., mrhustleinc@,bellsouth.net FILING AND ACKNOWLEDGMENT FILED, on this date,pursuant to 120.52,F. S.,with the designated Department Clerk,receipt of which is hereby acknowledged. 1' +du,►'�I February 2,2017 Clerk Date I i I I i I I ` 1 • T i • I Attachment A Chapter 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., and Chapters 18-18, 18-20, and 18-21,F.A.C., as applicable. (12)Construction,Replacement,Restoration, Enhancement, and Repair of Seawall, Riprap, and Other Shoreline Stabilization— (a) Construction replacement, and repair of seawalls or riprap in artificial waters and residential canal systems that are exempt under Section 403.813(1)(i),F.S., including only that backfilling needed to level the land behind seawalls or riprap. (5)Dock, Pier,Boat Ramp and Other Boating-related Work— (b) Installation of private docks,piers,and recreational docking facilities, and installation of local governmental piers and recreational docking facilities, in accordance with Section 403.813(I)(b),F.S.This includes associated structures such as boat shelters,boat lifts, and roofs, provided: 1.The cumulative square footage of all structures located over wetlands and other surface waters does not exceed the limitations in Section 403.813(I)(b), F.S.; 2.No structure is enclosed on more than three sides with walls and doors; 3. Structures are not used for residential habitation or commercial purposes, or storage of materials other than those associated with water dependent recreational use; and 4.Any dock and associated structure shall be the sole dock as measured along the shoreline for a minimum distance of 65 feet, unless the parcel of land or individual lot as platted is less than 65 feet in length along the shoreline, in which case there may be one exempt dock allowed per parcel or lot. (c)Construction of private docks of 1,000 square feet or less of over-water surface area in artificial waters and residential canal systems in accordance with Section 403.813(1)(i), F.S. i I I i i I i 1 i Attachment B File No.:56-0349775-001,003,004-EE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE OF DETERMINATION OF EXEMPTION I I f The Department of Environmental Protection gives notice that the projects to replace a 50-linear foot seawall landward of the existing timber seawall,2)replace a 288 ftz marginal dock with a 3 ft.by 30 ft.(90 ftz)finger pier;and 4)install a boat lift and a personal watercraft lift have been determined to be exempt from requirements to obtain an Environmental Resource Permit. The project is located in the canal in Queens Cove,Class III Waters,adjacent to 25 Sovereign Way,Fort Pierce(Section 14, Township 34 South,Range 40 East),in St.Lucie County(Latitude N 27'30'50.65",Longitude W 80` 18'58.23"). A person whose substantial interests are affected by the Department's action may petition for an administrative j proceeding(hearing)under sections 120.569 and 120.57 of the Florida Statutes. The petition must contain the information set forth below and 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. Mediation is not available. If a timely and sufficient petition for an administrative hearing is filed,other persons whose substantial interests will be affected by the outcome of the administrative process have the right to petition to intervene in the proceeding. Intervention will be permitted only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106.205 of the Florida Administrative Code. In accordance with rule 62-110.106(3),F.A.C.,petitions for an administrative hearing must be filed within 21 days of publication of the notice or receipt of written notice,whichever occurs first. Under rule 62-110.106(4)of the Florida Administrative Code,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 prior to the applicable deadline. 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. Upon motion by the requesting party showing that the failure to file a request for an extension of time before the deadline was the result of excusable neglect,the Department may also grant the requested extension of time. The petitioner shall mail a copy of the petition to the applicant at the address indicated above at the time of filing. The I failure of any person to file a petition for an administrative hearing within the appropriate time period shall constitute a waiver of that right. A petition that disputes the material facts on which the Department's action is based 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,and telephone number of the petitioner;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 are or 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 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;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. A petition that does not dispute the material facts on which the Department's action is based shall state that no such facts are in dispute and otherwise shall contain the same information as set forth above,as required by rule 28-106.301. Under sections 120.569(2)(c)and(d)of the Florida Statutes,a petition for administrative hearing shall be dismissed by the agency if the petition does not substantially comply with the above requirements or is untimely filed. Complete copies of all documents relating to this determination of exemption are available for public inspection during normal business hours,8:00 a.m.to 5:00 p.m.,Monday through Friday,at the Southeast District office,3301 Gun Club Road,MSC 7210-1,West Palm Beach,Florida 33406. 11/4/2016 • t 25 SOV&-ei n W •g ay-Google Maps � 25 Sovereign Way _ - I - a r _ r : ,. �5 Soranisn Wq I„ _ - smlUC" .. - - (Meanfi.^irJur:cwtn - �:r, - tY:tY•st � 4 Map data®2016 Google 500 ft r �+! ev ' I • �. f I J Jw L yv 25 Sovereign Way Fort Pierce,FL 34949 ¢SMENT OA ¢P ermit Number b f v I 2 0 56-0349775-001, e 002,003,004-EE Southeast Distric t J dd 7`!y https://www.gocye.com/maps/placeJ25+Sovereigrr+Way,+Fort+Pierce,+FL+3494g1@27.5142271;80.3169298,16.2571data=!4m5!3m4!1sOx88def7218fc35b23:Q.. 1/1 II e c •� .a i. �_� � sa• t ('^'"F'� .� ^`: k. �'�t�y Lm� if �,b^'4,e � �` a�°^y'3 !! fir, u.�-+,.:�• .a--.. %^..., k' � ""' k'a .r �.. I, tr. � ., Z,,, m is'S �4' "t•" A�.:' .ems.,. �"-,..;•mac' ( ir;". �y �.,.R,rM �`"� i '°, ..A .1 ' � iy i.�'.F ti 9 +'• 1�" 'y a�y..4 ��^. i.,Y� .j, $ ,5; "u•�' Two- 1•"�• q i y� k'It�a 'S'f a t �R}..Y'a, s,,,^r! (4 a e ; r {�i.t a;•a 1 t ,kjc '� tW `.-: §i 4 �br„1. b �. It - ,,...,.......-,...•",�,..:•"-r^.•P.e;"".' ., .1�. :�!� �.,��J` ( o�qi , M .r.,uw.,....-, ,,,...�.. w•-.,.w-.,..+ �� ��r" 7 my N T X' C �YynttNJO 14 6349, ��� � ��3 ��,. '� ..,5( � t - � :�,�•�' �„ �. �:i3'�f R�� ""a 5b 003,DO`t-EF ��. +. Ai :w• y� Y .f. a" _'". •r1 x' " - elk', vlStYlCt ... _ _ j t 4 G•'.` 6^` �` 9� �.f�£� ,:�A tea�° '.i°S�� •�� 0 Southt rry�, _ . Ir -- --5-�- --------- CancreteCap _ Installing Shoreguard 625 Series 1'in Front of existing seawall 625 Series Shoreguard Sheet Piling I Cap to be 18"Wx 16"H. 5-#5 rebar running continuous with a 30"Overlap Hoopes-set on 12"on center 5000 PSI Pump Mix for concrete 625 Series Shoreguard Sheet Piling to be 10'Long Tiebacks-#7 Rebar 10'Long and 18" Bend on each end. Steel excapsulated in vinyl and set 8'on center. 4,5'Exposed Heigh&Minimum 4'into berm Ancors 1'x 3'x3'with 5-#4 rbar 29" Long set 9"on center. 56'+/- • Cap With 5#5 1.C'9 Abitoi.1 Rebar { <r •, Ttubidity curtain �..:rc- s _ -Placed-around Wor1C area - - - _._ E N T o f ¢P ermit Number install one 5'return on west end of property o 56-0349775-001, z 002,003,004-EE 0 Southeast District J � Billy Hughes le o U d A d y 25 Soverign Way Fort Pierce,FL 9 SEAWALL DETAILS. _ PCN#1414-702-oo702-0017-000-1 Billy Hughes Y / g / 25 Soverlg»-Way -- -- --- - — / Fort Pierce, FL 34949 i ------ -i ---- - --- — -- = ---- ------ --- S7 I tie-ig�al r I W i (n ev 56+/-new seawall N 625 Series shoerguard to be installed Sheet panels will be 12' long with a 50%penetration Concrete cap and concrete anchor.system to be installed Cap will be 18"wide X 16"high. 6- Cap to have 5 -#5 rebar running continuous with a 30"overlap Install one 5' return on west end of property Install a 6'+ exposed height Shoreguard 625 series vinyl sheets 12' in length with a minimum 5'+into berm and 10"inside concrete cap. Hoops will be set on 12"center. I Concrete to be 5000 PSI pump mix, Tiebacks will be#7 rebar 10'long with an 18"bend on each end. ° Steel will be encapsulated in vinyl and will be set S'on center. P ermit Number Anchors will be 1' X 3'X 3'with 5 -44 rebar 29"long set 9"on center. Q 56-0349775-001, 002,003,004-EE ° Southeast District Bill Hu hes 25 Soverign Way Fort Pierce,FL 34949 , � - t -0 hY' J`y din PI V i t iV L • -' Personal Water Craft Lift Hurricane cat 1 pole mount 2500 PWC elevator lift installing 19"x22'CCA 2.5 Treat piling LNT qP er it Number c� 0 56-0349775-0019 G 0021 0039 004-EE x Southeast District 2 J - � ���d ��y i Bi{ly-Hughes— -- -J - -- 25 Soverign Way 4, Fort Pierce,FL 34949 1 3¢: zo,oQOLB Boat Lift t` ? Cat 5 Hurricane Boat Lift A • �<. �- Installing 410"ic25' Piling __ - - .-- •,4 t l� • i �- ��� of { crmit Number F� 55-03491 5-001, 002,003:004-EE a i i b Southeast District yt''- File Copy DEPARTMENT OF THE ARMY 5":` • JACKSONVILLE DISTRICT CORPS OF ENGINEERS 4400 PGA BLVD SUITE 500 }' PALM BEACH GARDENS,FLORIDA 33410 -= REPLY TO April 6, 2017 ATTENTION OF Regulatory Division South Permits Branch Palm Beach Gardens Permits Section SAJ-2017-00155 (NW/GP-CGK) I Bill Hughes 25 Sovereign Way Fort Peirce, Florida 34949 Dear Mr. Hughes: Your application,for a Department of the Army permit received on January 11th, 2017, has been assigned number SAJ-2017-00155. A review of the information and drawings provided shows the proposed work is to remove a timber seawall and install 56 linear feet of new.vinyl seawall, a personal water craft lift 8 feet long by 6 feet wide on one 9 inch by 22 foot piling, and a boat lift with four 10 inch by 25 feet pilings. The project is located in the Indian River Lagoon at 25 Sovereign Way, in Section 14, Township 34 South, Range 40 East, Fort Peirce, St. Lucie County, Florida. Your project, as depicted on the enclosed drawings, is authorized by Nationwide Permit (NWP) Number 13 for the work associated with the seawall. In addition, project specific conditions have been enclosed. This verification is valid until March 18, 2022. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit. Please access the U.S. Army Corps of Engineers' (Corps) Jacksonville District's Regulatory Internet page to access Internet links to view the Final Nationwide Permits, Federal Register Vol. 82, dated January 6, 2017, specifically pages.1983 to 2008, and the table of Regional Conditions. The Internet page address is: http://www.saj.usace.army.mil/Missions/Regulatory.aspx Please be aware this Internet address is case sensitive and should be entered as it appears above. ,,Once there you will need to click on "Source Book"; and, then click on "Nationwide Permits." These files contain the description of the Nationwide Permit authorization, the Nationwide Permit general conditions, and the regional conditions, which apply specifically to this verification for NWP 13. Enclosed is a list of the six General Conditions, which apply to all Department of the Army authorizations. You must comply with all of the special and general conditions and any project specific condition of this authorization or you may be subject to enforcement action. In the event I -2- you have not completed construction of your project within the specified time limit, a separate application or re-verification may be required. Your project, as depicted on the enclosed.drawings, is authorized by Regional General Permit (GP) SAJ-17 for the proposed boatlift. This.authorization is valid until April 8t', 2018. Please access the Corps' Jacksonville District Regulatory Division Internet page to view the special and general conditions for SAJ-17, which apply specifically to this authorization. The,lnternet URL address is: hftp://www.saj.usace.army.mii/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 you will need to click on "Source Book"; and, then click on "General Permits." Then you will need to click on the specific SAJ permit noted above. You must comply with all of the special and general conditions of the permit; and, any project-specific conditions noted below, or you may be subject to enforcement action. The following project-specific conditions,are included with this authorization: 1. Self-Certification Statement of Compliance: Within 60 days of completion of the work authorized, the enclosed "Self-Certification Statement of Compliance" must be completed and submitted to the U.S. Army Corps of Engineers. Email the completed form to: CESAJ-ComplyDocs@usace.army.mil or mail the completed form to the Regulatory Division, Special Projects and Enforcement Branch, 4400 PGA Boulevard, Suite 500, Palm Beach Gardens, Florida 33410. 2. 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. 3. Endangered Species: The permittee agrees to comply with all of the activity specific Project Design Criteria (PDCs) listed in the National Marine Fisheries Service's (NMFS) Statewide Programmatic Biological Opinion (SWPBO), dated December 4, 2015. Failure to comply with these conditions could result in enforcement action by the Corps and/or NMFS. I � I s '! -3- 4. Sea Turtle and Smalltooth Sawfish Conditions: The Permittee shall comply with National Marine Fisheries Service's "Sea Turtle and Smalltooth Sawfish Construction Conditions" dated March 23, 2006, (Attachment B). 5. Manatee Conditions: The Permittee shall comply with the enclosed (Attachment C) "Standard Manatee Conditions for In-Water Work—2011." 6. Turbidity controls: a. Shall be used throughout construction to control erosion and siltation and ensure that turbidity levels within the project area do not exceed background conditions. b. Shall be made of material in which listed species cannot become entangled (i.e., ` reinforced impermeable polycarbonate vinyl fabric [PVC]), and shall be monitored to ensure listed species are not entangled or trapped in the project area. c. Shall be removed promptly when the work is complete and the water quality in the project area has returned to background conditions. d. Shall not block entry to or.exit from designated critical habitat. 7. Species reporting: Any collision(s)with and/or injuries to any sea turtle, sawfish, whale, or sturgeon occurring during the construction of a project, shall be reported immediately to NMFS's Protected Resources Division (PRD) at (727-824-5312) or by email to takereport.nmfsser@noaa.gov and CESAJ-ComplyDocs@usace.army.mi 1. Sea turtle and marine mammal stranding/rescue organizations'_contact information is available by region at http://www.nmfs.noaa.gov/pr/health/networks.htm. Smalltooth sawfish encounters shall be reported to http://www.fimnh.Ufl.edu/fish/sharks/sawfish/sawfishencounters.htmi. *Failure to report take of a federally listed threatened or endangered species may lead to suspension, revocation, or modification of this authorization. (From Section 3(18) of the Federal Endangered Species Act: The term 'take' means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct.) 8. Marine Life Entrapment: Neither structure nor material or the method of construction shall pose more than minimal risk of entrapping fish, marine turtles, or marine mammals.; In-water lines must be industrial grade metal or heavy cables that do not readily loop and tangle. All in-water lines (rope and cable) must be rigid and cannot have excess line in the water. Lines may be enclosed in a plastic or rubber sleeve/tube to add rigidity. 9. Noise Effects BMPs: All projects shall comply with the requirements of the attached "Noise Best Management Practices (BMPs)for Piling Installation" (Attachment D) i 1 i 1 f -4- 10. Erosion Control: Prior to the initiation of any work authorized by this permit, the i Permittee shall install erosion control measures along the perimeter of all work areas to prevent the displacement of fill material outside the work area into waters of the United States. Immediately after completion of the final grading of the land surface, all slopes, land surfaces, and filled areas shall be stabilized using sod, degradable mats, barriers, or a combination of similar stabilizing materials to prevent erosion. The erosion control measures shall remain in place and be maintained until all authorized work is completed and the work areas are stabilized. 11. Clean Fill: The Permittee shall use only clean fill material for this project. The fill material shall be free from items such as trash, debris, automotive parts, asphalt, construction materials, concrete block with exposed reinforcement bars, and soils contaminated with any toxic substance, in toxic amounts in accordance with Section 307 of the Clean Water Act. 12. 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 the ground disturbing activities and construction work within the permit area, there are archaeological/cultural materials encountered which were not the subject of a previous cultural resources assessment survey(and which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout canoes, evidence of structures or any other physical remains that could be associated with Native American cultures or early colonial or American settlement), the Permittee shall immediately stop all work and ground-disturbing activities within a 100-meter diameter of the discovery and notify the Corps within the same business day (8 hours). The Corps shall then notify the Florida State Historic Preservation Officer(SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to assess the significance of the discovery and devise appropriate actions. 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;1 and if deemed necessary by the SHPO, THPO(s), 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 frorn'the SHPO for finds under his.or her jurisdiction, and from the Corps. r ,I -5- 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 Archeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPO and THPO(s). 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 State Archeologist and from the Corps. This authorization does not obviate the necessity to obtain any other Federal, State, or local permits, which may be required. Prior to the initiation of any construction, projects qualifying for this NWP/RGP permit must qualify for an exemption under section 403.813(1), F.S. or 373.406, F.S., or otherwise be authorized by the applicable permit required under Part IV of Chapter 373, F.S., by the Department of Environmental Protection, a water management district under section 373.069, F.S., or a local government with delegated authority under section 373.441, F.S., and receive Water Quality Certification (WQC) and applicable Coastal Zone Consistency Concurrence (CZCC) or waiver thereto, as well as any authorizations required for the use of state- owned submerged lands under Chapter 253, F.S., and, as applicable, Chapter 258, F.S. You should check State-permitting requirements with the Florida Department of Environmental Protection or the appropriate water management district. This 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 fish 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 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 i flood-prone area, and if you must comply with the local building requirements mandated by the National Flood Insurance Program. 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 Service Survey at http://corpsmapu.usace.army.mil/cm_apex/f?p=regulatory 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. I Sincerely, KARVOUNIS.CH RIOAN.GEORG ,° E.1535773226 � wmmnam mwmo� Christian Karvounis Project Manager Enclosures: Attachment A: Drawings Attachment B: Sea Turtle and Smalltooth Sawfish Conditions Attachment C: Manatee Conditions Attachment D: Noise BMPs Copies Furnished: Holly Burgess mrhustleinc@bellsouth.net i ,II ' I GENERAL CONDITIONS 33 CFR PART 320-330 PUBLISHED FEDERAL REGISTER DATED 13 NOVEMBER 1986 1. The time limit for completing the work authorized ends on date identified in the letter. If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 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 j 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 office, 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 in the space provided and forward a copy of the permit 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. For your convenience, a copy of the certification is attached if it contains such conditions. 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. i f i l SELF-CERTIFICATION STATEMENT OF COMPLIANCE Permit Number: NW43 SAJ-17 Application Number: SAJ-2017-00155 Permittee's Name&Address (please print or type): Telephone Number: Location of the Work: I Date Work Started: Date Work Completed: PROPERTY IS INACCESSIBLE WITHOUT PRIOR NOTIFICATION: YES NO TO SCHEDULE AN INSPECTION PLEASE CONTACT AT Description of the Work(e.g. bank stabilization, residential or commercial filling, docks, dredging, etc.): i i Acreage or Square Feet of Impacts to Waters of the United States: Describe Mitigation completed (if applicable): j Describe any Deviations from Permit(attach drawing(s) depicting the deviations): I certify that all work, and mitigation (if applicable)was done in accordance with the limitations and conditions as described in the permit. Any deviations as described above are depicted on the attached drawing(s). Signature of Permittee i Date f i t . DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST i PERMIT NUMBER: SAJ-2017-00155 (NW/GP-CGK) 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 Armv 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. (TRANSFEREE-SIGNATURE) (SUBDIVISION) (DATE) (LOT) (BLOCK) i (STREET ADDRESS) (NAME-PRINTED) (MAILING ADDRESS) (CITY, STATE, ZIP CODE) I I I i • I I 25 fYerikrt Fort.Flerct,FL 34949 r t.�j ` r 56+/=ruey Seawall M Series staoeWard to W-iustaitad •} - _.. 5fw panels wall be:2'law,,vhb a 50%penctra4iLM C onetete Lap and concrete anchor system to he inabilled i r t.ep vnll be.I v4de X.1iP"Wgh., e- t.:ap to have 5-#5 rebar nwrring continuous oath a W'uverlap In IX11 rirrc s'rettrrrr an west Md Ai PrOPMY i lastail a 6'r expand lirti :*.Jluoteguard 625 series-vinyl she era 1 2' in length With a minim-am ! 51+into berm and:I W inside wnere-W cap. � Ptaopa will he set on 1r"antra. Co;r;:c;cme to be 5OW PSI PUMP mM � Tiebi�ks will be 47 rebur 1 O long with An I Ir Bend on each end. ( Steel will. encapsulated in vitiyl:aid wit I be set F an center. i Anchors vain ba V X.?'X 1=Mth 5-A reebar 29"Jmg act 9".am ct nEls,=.r. 1 i - I i Putt ri1€rtii;K-349§5 I� ell i Potosi WmetcriFff Sift ,'< Ntlflitafie ea!#pole s4iftht bw PVJC elgotat lift { i IFIM10ft 1g 9 Riz,Ce Z.9TPeat pllog !;} t ; I • II i i I I i Bi}k/Hughes Fdit Piero,PL 34945 -zoloov lb 26,400ttLtf OQat Lift _ OR S HUrricaete 964t Lift a £ liiSt iEklg 4!#�`x25' ing pp 7 i _ UNITED STATES DEPARTMENT OF COWVZE,RCE - __ c National Oceanic and Atmospheric Administration NA-rioN- AL MARINE FISHERIES SERVICE �h`-- .f. ;� Southeast Regional Office . 263 13th Avenue South St. Petersburg, FL 33701 SEA TURTLE AND SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS The permittee shall comply with the following protected species construction conditions: a. The penmittee shall instruct all personnel associated with the project of the potential presence of these species and the need to avoid collisions with sea turtles and smalltooth sawfish. All construction'personnel are responsible for observing water-related activities for the presence of these species. b. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming,harassing,or killing sea turtles or smalltooth sawfish,which are protected under the Endangered Species Act of 1973. c. Siltation barriers shall be made of material in which a sea turtle or smalltooth sawfish cannot become entangled,be properly secured,and be regularly monitored to avoid protected species entrapment. Barriers may not block sea turtle or smalltooth sawfish entry to or exit from designated critical habitat without prior agreement from the National Marine Fisheries Service's Protected Resources Division,St.Petersburg,Florida. d. All vessels associated with the construction project shall operate at"no wake/idle"speeds at all times while in the construction area and while in water depths where the draft of the vessel provides less than a four-foot clearance from the bottom. All vessels will preferentially follow deep-water routes(e.g.,marked channels)whenever possible. e. If a sea turtle or smalltooth sawfish is seen within 100 yards of the active daily construction/dredging operation or vessel movement,all appropriate precautions shall be implemented to ensure its protection. These precautions shall include cessation of operation of any moving equipment closer than 50 feet of a sea turtle or smalltooth sawfish. Operation of any mechanical construction equipment shall cease immediately if a sea turtle or smalltooth sawfish is seen within a 50-ft radius of the equipment. Activities may not resume until the protected species has departed'the project area of its own volition. f. Any collision with and/or injury to a sea turtle or smalltooth sawfish shall be reported immediately'to the National Marine Fisheries Service's Protected Resources Division(727-824- 5312)and the local authorized sea turtle stranding/rescue organization. g. Any special construction conditions,required of your specific project,outside these general conditions, if applicable,will be addressed in the primary consultation. i i Revised:March 23,2006 O:\forms\Sea Turtle and Smalltooth Sawfish Construction Conditions.doc Zt._ 1eti' nr,tia� tg 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 ImoeriledS ecies(a.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 '/ 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. i i I i I ,<r",..,> _..> :r �-�-• zc�:.. ..a...._,s e C..nr., a-.:'?�!`-S r::tea-^ r,;:...� .�...-=„'T.,-.., T ^... ...... ..c,...�.. .ay ��� n FF v.^• r, r' r-; a�� �.._n s� � ff�, mew i R � pp� � 3 �., 6 � t Sit� e f arf'� r° � � a,F T� �.:.�: ca ,rr,..3 �e� � ��. t y (Cps y�4� <<f 1, :. N Cj a ,.^x>5 h��Y, t � � . E :a �. ��.. ��'xt' l � ��.�.. �, All pr- ot vesel ;,t P •ry �f. W"@ lylafl l @ is within 50 foot of work } oil in= alter aretivitless must ; 9 SHUT z_ _ a'a s ns:1 ?c ks i c nt t or .« emuy to a manatee: ix -1-888-404-FWCC(3922) kh '' �rk r� � �..,r .._,., ,� �.,.:rtiY,�i..a.�.,«....,�..����m..�...n'?..;M,�'z.-.--..�..rz�n...._.,.,.?�,,:G:,:s«-�^:,::�.:rr�.ac.,.�._...-a.3. _ s;:s„_-.. j•j l I I , 1 . I Noise Best Management Practices (BMPs) for Piling I Installation ` The following best management practices are designed to reduce the exposure to sea turtles, smalltooth sawfish, and sturgeon to potential harmful daily noise exposure levels associated with pile driving during dock and seawall construction activities. i Noise BMP Plan A(For all projects): Sea Turtle, Smalltooth Sawfish, and Sturgeon Construction Conditions The permittee shall comply with the following protected species construction conditions: a. All construction personnel are responsible for observing water-related activities to detect the presence of these species. �I b. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing species protected under the Endangered Species Act of 1973. c. Siltation barriers shall be made of material in which protected species cannot become entangled, be properly secured, and be regularly monitored to avoid protected species' entrapment. Barriers may not block protected species entry to or exit from designated critical habitat without prior agreement from the National Marine Fisheries Service's Protected Resources Division, St. Petersburg, Florida. d. If a protected species is seen within 100 yd of the active daily construction/dredging operation or vessel movement, all appropriate precautions shall be implemented to ensure its protection. These precautions shall include cessation of operation of any moving equipment closer than 50 ft of a protected species. Operation of any mechanical construction equipment shall cease immediately if a protected species is seen within a 50-ft radius of the equipment. Activities may not resume until the protected species has departed the project area of its own volition. e. Any injury to a protected species shall be reported immediately to the National .Marine Fisheries Service's Protected Resources Division (727-824-5312) and the local authorized sea turtle stranding/rescue organization. f. All work must occur during daylight hours. I Noise BMP Plan B (for Impact Pile-Driving Installation of 6 or More Concrete Piles per Day) The permittee shall follow all conditions defined in the Noise BMP Plan A above plus the conditions provided below: 1 I I I �I i I unconfined bubble curtain that will distribute small air bubbles around 100% of the pile pei-imeter for the full depth of the water column. a. General -An unconfined bubble curtain is composed of an air compressor(s), supply lines to deliver the air, distribution manifolds or headers, perforated aeration pipe, and a frame. The frame facilitates transport and placement of the system, keeps the aeration pipes stable, and provides ballast to counteract the buoyancy of the aeration pipes in operation. b. The aeration pipe system shall consist of multiple layers of perforated pipe rings, stacked vertically in accordance with the following: Water Depth(m) No. of Layers 0 to less than 5 2 5 to less than 10 4 10 to less than 15 7 15 to less than 20 10 20 to less than 25 13 I c. The pipes in all layers shall be arranged in a geometric pattern which shall allow for the pile being driven to be completely enclosed by bubbles for the full depth of the water column and with a radial dimension such that the rings are no more than 0.5 m from the outside surface of the pile. i. The lowest layer of perforated aeration pipe shall be designed to ensure contact with the substrate without burial and shall accommodate sloped conditions. ii. Air holes shall be 1.6 millimeter(mm) (1/16-in) in diameter and shall be spaced approximately 20 mm (3/4 in) apart. Air holes with this size and spacing shall be placed in 4 adjacent i rows along the pipe to provide uniform bubble flux. iii. The system shall provide a bubble flux 3.0 m3 per minute per linear meter of pipe in each layer(32.91 ft3 per minute per fin ft of pipe in each layer). The total volume of air per layer is the product of the bubble flux and the circumference of the ring: Vt 3.0 m3/min/m *Circumference of the aeration ring in m or Vt 32.91 W/min/ft*Circumference of the aeration ring in ft iv. Meters shall be provided as follows: I � i I o • Pressure meters shall be installed at all inlets to aeration pipelines and at points of lowest pressure in each branch of i the aeration pipeline. • Flow meters shall be installed in the main line at each compressor and at each branch of the aeration pipelines at each inlet. In applications where the feed line from the compressor is continuous from the compressor to the aeration pipe inlet, the flow meter at the compressor can be eliminated. Flow meters shall be installed according to the manufacturer's recommendation based on either laminar flow or non-laminar flow. 2. If water velocity is greater than 1.6 ft per second (1.1 miles per hour) at any point - during installation or if constructing a seawall, surround the pile or area being driven by a confined bubble curtain (e.g., a bubble ring surrounded by a fabric or non-metallic sleeve). The confined bubble curtain will distribute air bubbles around 100% of the pile perimeter for the full depth of the water column, according to specifications below. a. General -A confined bubble curtain is composed of an air compressor(s), supply lines to deliver the air, distribution manifolds or headers, perforated aeration pipe(s), and a means of confining the bubbles. b. The confinement shall extend from the substrate to a sufficient elevation above the maximum water level expected during pile installation such that when the air delivery system is adjusted properly, the bubble curtain does not act as a water pump (i.e., little or no water should be pumped out of the top of the confinement system). c. The confinement shall contain resilient pile guides that prevent the pile and the confinement from coming into contact with each other and do not transmit vibrations to the confinement sleeve and into the water column (e.g., rubber spacers, air-filled cushions). d. In-water less than 15 m deep, the system shall have a single aeration ring at the substrate level. In-waters greater than 15 m deep, the system shall have at least 2 rings: 1 at the substrate level and the other at mid-depth. e. The lowest layer of perforated aeration pipe shall be designed to ensure contact with the substrate without sinking into the substrate and shall accommodate for sloped conditions. I I i I f. Air holes shall be 1.6 mm (1/16-in) in diameter and shall be spaced approjWtely 20 mm (3/4�in) apart. Air holes M this size and spacinhall be pldced in 4 adjacent rows alo�the pipe to provide uniform bubble flux. I g. The system shall provide a bubble flux of 2.0 m3 per minute per linear meter of pipe in each layer(21.53 ft3 per minute per [in ft of pipe in each layer). The total volume of air per layer is the product of the bubble flux and the circumference of the ring: Vt=2.0 m3/min/m*Circumference of the aeration ring in m or Vt=21.53 ft3/min/ft*Circumference of the aeration ring in ft h. Flow meters shall be provided as follows: Pressure meters shall be installed at all inlets to aeration pipelines and at points of lowest pressure in each branch of the aeration pipeline. i ii. Flow meters shall be installed in the main line at each compressor and at each branch of the aeration pipelines at each inlet. In applications where the feed line from the compressor is continuous from the compressor to the aeration pipe inlet, the flow meter at the compressor can be eliminated. iii. Flow meters shall be installed according to the manufacturer's recommendation based on either laminar flow or non-laminar flow. i I I I I sf ,off ���, •''• ENGINEERING SUBMITTALS j ARI THE RE23PO',61BILITY�F THE OR WIND LOAD CERTIRCA TION I CODE FBC 20141FRC 2014/ASCE7--10 (FBC 5THADDITIOA9 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS WIND SPEED- 170 mph, 3 SEC. GUST REQUIRED BY HELD INSPECTORS THAT `� °SAY BE NECESORARY-did ORDER-TO EXPOSURE "D n ' COMP CATEGORYII INTERNAL PRESSURE COEFF.-0.00 C�POLL-C)S $T.i,"LJC�3J?�Tn_r FOR t ,,-RIL j CE It%'IiW—Q BV el G JOB: DATE � �d PLANS S ANT PEELPYHT MIM BE IC,5 PT ON JCS BILLYHUGHES 0r NO3 T-NSPECT1C,,7 V L 1 . !. 25 SOVERIGN WAY FORT PIERCE, FL 34949 i I i PAUL WELCH INC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St Suite#114 Port Saint Lucie, FL 34984 (772) 785-9888 pwelchincfaolcom Paul Welch, P.E. Fla Reg No. 29945 - I i Billy Hughes 25 Soverign Way Fort Pierce, FL 349A.9 t I Lt� '�,yt 1r •� i \A:4 ► v� •, t PAUL WELCH INC. ` � -ELECT-CIVIL ENG. jnip.4 EILIMORE ST.#114 €igri i SAINT LUC►E, FL 34984 "AUL WELCH P.E. REG NO.29945 - --- --------- ---- -- ---- ----------- File COPY .IIIN 0 ; 2017 i Billy Hughes , 25 5overign Way - Fort Pierce, I=1-34949 1 �J- �0 er b 56 a/-new seawall ( f\( 625 Series shoerguard to be installed Sheet panels will be 12" long with u 50% pe13.0trz36011 i 'A Concrete cap and concrete anchor system to be installed Cap will be 1 S"wide x 16"high. ;Cap-to have 5-45 rebar running continuous with a 30"overlap&hoops set 12"Oti C_ e_nter ? • .' install one 5' realm on west end of property Install a 6'+ exposed height Shovegua.-r•d 625 series vinyl sheets 1.2' in length with a niin.irnurn PAUL WELCH INC. 5'-1-jbto berm and 10"hiside concrete cap. MECN-ELECT-CIVIL ENC3. 0bopes will be set 12"on center#3 rebar 1984 BILfMORE ST. #114 Loncrete to be 5000 PSI pump mix PORT SAINT LUCIE, FL 34984 Tiebacks will be#7 rebar 10'-12- with an 18" bend on each end PAUL WELCH P.E. ,,";Steel will be encapsulated in vinyl and will beset 8'-9'on center. i FLA REG N0.29945 i --- - - ---tlnchors-will_he l' X 3' X 3' ��'it13 S -�f4 rebar 29" long out 9"on center. i File COPY JON 0- 5 2017 1 t 1 �Rebar Tie backs__i , 84 on center } ��o®n911 �, C I 5--W5 Rebar i Shoreguard 625 Series } vinyl Sheet Piling TOP MOW • 12' Long :c -Ascq^a•- • V'' 11 r 1 p n r n n• u ra r'X' I.:�.3T �t'' i; � ,c �":?( '"a�'rP'IiM�°'" r, - .....I .N+W.1N,un;n+�M'I ' �na.+n.n•.•r+rl% a ��� �J�Cta 1 � atarid� w,w..wl N.l'I;M/•n mnr 1,u.lp.l.♦/ti.n n�'{1 Ip 11 r u Nq li�l^!µf��7MIP i N ArIF•^J'v',, nYal.•irl••y,7M Y1 { .j .y,. QI. \.�/ H••.rn•w.. r�_ r�r._ar+. !•%...."flwf/:r�.Y.j r. 1.3wr_�w. .�� ' ....•r r.IN..nl/ral..l...w,w....lr„1\r./.1...w1 .. r• •�•+..•••'-�.•M__n�.fw._n..Y l.rnl_.. • .. N.l•N11.,II. r.r.J•Il.il. ll•111\Iry1...1...141NnNr..".....r.. ...e..♦ .IJ.n•h•I..n.ri./lull._,r 1�1, .r+l•1 r.// ;" Concrete Cap 16" High x 18" Wide 5000 PSI Pump Mix S45 Continous rebar 30"Overlap •' -#3 hoops(stirrups) 12"on center. 'J r r- PAUL WELCH INC. IVIECH=ELECT-CIVIL ENG `i 1984 BILTMORE ST.9114 PORT ST.LUCIE,PL 34984 PAUL WELCH,P.E.FL.A REG NO 29946 + con ry - - -- - -- - - -- - ---- - _ JUN052011 Billy Hughes 25 Soverign Way Fort Pierce, FL 34949 d IU 1=41ZZ TI6�aAcK. ]M14 U) r. 9. Personal Water Craft Lift I �` Hurricane cat 1 pole mount.2500 PWC elevator lift Y Installing 19"M'CCA 2.8 Treat piling �,1111111���/ PAUL WELCH INC. MECH-ELECT CIVIL ENG 1984 BILTMORE ST.#�114 PORT ST.LUCIE,FL 34984 PAUL WELCH,P.E.FLA REG NO29M ' "File Copy JUN052017 I Billy Hughes 25 Soverign Way Fort Pierce, FL 34949 y t, L Z��oao Ib 'T6OAT '41� � �1 ti MrAY Z �O 1 66, 20,Oo0LB Boat Lift �— Cat 5 Hurricane Boat Lift # l' Installing 410"x25' Piling F4 't f, IL t i i we a d►��I+��g •ram , dgt cap - PAUL WELCH INC. 14 } MECH-ELECT CIVIL ENG , 1984 BILTMORE ST.#114 PORT ST.LUCIE,FL 34984 c t. PAUL WELCH,P.E.FLA REG NO 29� 1 i Fiw JUN 052011 I Concrete Cap Installing Shoreguard 625 Series 1' in Front of existing seawall 625 Series Shoreguard Sheet Piling t . I Cap to be 18"Wx 16"H. 5-#5 rebar running continuous with a 30" Overlap Hoopes-set-on 12"on center,:-r"0t-Ar4S-� - 5000 PSI Pump Mix for concrete y, x 625 Series Shoreguard Sheet Piling to be JLong Tiebacks-If7Rebar 10'_Long and 18" Bend on each-end. Steel excapsulated in vinyl and set 8'on center.; 4,5'Exposed Heigh&Minimum 4' into berm ;Ancors 1'x-3'x3'-with-5=#4 rebar 29" Long-set 9" on ceriter.l 56' 18"W x 16"H 5�#I5 Reinforced. ' Re6r Turbidity curtain Placed around work area PAUL WELCH INC. `ins'tall one 5'return__on west end-of property l MECH-ELECT-CIVIL EN©. 1984 BILTMORE ST.#114 PORT SAINT' LUCIE, FL 34984 PAUL WELCH P.E. FLA REG NO.29945 ---Billy-Hughes - --- - - --- -- -- - -- -- - - -- -- - ------ --- -------- -------- 25 Soverign Way File Copy Fort Pierce, FL 34949 SEAWALL DETAILS. PCN#1414-702-o012-0017-000-1 Bill Hughes 25 Soverign Way Fort PIeme,FL 34949 Decking 2"x6"#I Grade Marine Lumber 2"x8"x#2 marine grade Stringer Bolted crossmembers and stringers Thru By 5/8"HDG,Bolts,Nuts, Washers Stringers set 24" on center i M.H.W M.L.W Min 6'-8' Depth Penetration Exist Bottom Varies File Con' MECFHELEECCT-ELECH CT WC. 1984 BILTMOREST.0114 PORT ST:.Ll1CIE PL 3M4 PAUL iNELCH;P^E_EIr4,REG Nt3 299�5 --JUfV_0 5-201i _ T low HURRICANE BOAT LIFTS- CATEGORY 3 ELEVATOR LIFTS CATEGORY 7 . SMALL CRAFT LIFTS 7 6 ..CABLE KEEPER . 2 5 4 MOTOR COVER 9 10 BRACHL7 12 DECK 3 8 SIDE VIEW OF VERTICAL MOUNT (2) 3/4'THRU.BOLT FRONT VIEW DOCK MOUNT.... (2) 3/4'THRU BOLT i (2) 3/4'S.S. PILING MOUNT WEDGE ANCHORS. MOUNT.BRACKET DETAIL SEAWALL MOUNT MOUNT BRACKET DETAIL- 1 2 3 4 5 6 7 8 9 10 11 12 13 Cable UftTubeBunkSize Guide Dfive Cable Motor Hoist Belt Hoist Motor Inches Cap. -Beam I_Beom gyros (Safety Post Shaft Winder Drive Drive Size .Gear H.P. of Lift Sae Sae Margin) Height Sae Dia. Pulley Pulley Rollo & Qty. Per. Mtn. 6X6XI/4 8 Hx .2 2SL8'x6' 1/4' 1 1/2' 1-3/4HP I500t 72'Long 5 Wx.41 Pressure x16' S.S. 2-72 N/A Steel 2'Din. 8'Dia. 1/2' 48 To 1 120/20A 2r x 16' Treated 240/10A 6X6X1/4 a Hx 2 Yx8'x6' 5/16' 2. 2 1/2' 1-3/4HP 2500/ 6'Long 5 Wx.41 Pressure x20' S.S, 2-72' SCH 80 ALUSCH M 2'Dia. 10'Dla. 1/2' 50 To 1 120/20A 24' x 20' Treated 2 Port Grooved 240/1GA THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED &ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 5th EDITION 2014 FLORIDA BUILDING CODE NOTE THIS UFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH WIND SPEEDS OF V - 180 MPH,V - 139 MPH(3 SEC_GUST)EXPOSURE'D' WITHOUT A BOAT ON THE LIFT PER ASCE 7-10 USING ABOVE GROUND SIGN/WALL METHOD,THE UFRNG STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND WIND SPEEDS OF V,a-90 MPH IN EXPOSURE'C'OR 80 MPH IN EXPOSURE'D'. OWNER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS Vosd AS CALATED BELOW,PER FBC 3105.5.3 STRUCTURES DESIGNED TO BE READILY 'REMOVED OR REPOSITIONED DURNING PERIODS OF HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO BE THE OWNER OR TENANT TO REMOVE OR REPOSITION THE STRUCTURE OR PART THEREOF DURNING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE US.WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT.THE UFT OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDER.NO WARRANTY,EXPRESSED OR IMPLIED,IS CONTAINED HEREIN.Vosd MAY BE CALCULATED BY THE FOLLOWING FORMULA:Vold s v 0.6•V.IL DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING RATIOS AS CONFIRMED BY OTHERS:B/s-3,s/h —0.75.FOR A Cf of 1.6 MAXIMUM WHERE H IS THE HEIGHT TO TOP OF BOAT, B IS HORIZONTAL DIMENSION,AND S IS VERTICAL DIMENSION. CERTIFICATION OF BOAT UFr TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERS;ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT ONLY. THIS DEIAILAS PREPARED AS A GENERAL NON—SITE SPECIFIC MASTER PLAN SHEET DETAIL TYPICAL FIELD CONDITIONS ARE ASSUMED.IN THE DESIGN.WOOD PILES SHALL BE ' SEASONED:WOOD WTIN G-0.55 OR-BETTER.SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN,OR STANDARDFIELD CONDTTIONS,'ADOITTONAL SPECIFIC. - - "ENGINEERING;MAY BE REOUIRED'AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR.CARE SHALL BE TAKEN,BY CONTRACTOR IN.ALL APPLICATIONS OF , THIS DETAIL:AS THIS IS NOT A SITE.SPECIFIO DRAWING,IT IS THE RESPONSIBILITY OF OTHERS,TO ENSURE THE INTEGRITY OF INSTALLATION TO.THE HOST STRUCTURE. - . ALUMINUM' - - MATERIAL 6061 T6 ALUMINUM ALL WELDS-ARE MIN. 1/4-FULL FILLET WELD USING 5556 FILLER ALLOY.ALL WELDING MUST CONFORM TO RISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND - VERIFIED:BY OTHERS.THE CONTRACTOR IS RESPONSIBLE TO.INSULATE ALUMINUM MEMBERS FROM DISSIMILAR.METALS TO PREVENT ELECTROLYSIS: - FASTENERS .. ALL ANCHORS TO BE HILTI BRAND OR-MFR-EQUIVALENT.ALL BOLTS"SHALL BE HOT DIPPED'GALVANIZED,OR STAINLESS STEEL.&MEET THE REQUIREMENTS OF ASTM A304 WITH HARDENED WASHERS AND HEX NUTS.WASHERS SHALL BE USED BETWEEN WOOD&BOLT HEAD&BETWEEN WOOD&NUT.WHERE GENERICFASTENERS ARE LABEL IN DETAILS, CAPACITIES.SHALL BE EQUAL TO OR GREATER THAN HILTI KWIK BOLT 11 OR RED HEAD THRU BOLTS.EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES. - - -- - - ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY'KOPPERS BITUMINOUS PAINT'OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLECULAR .. WEIGHT) 11.7 mile(0.30 mm)MIN.TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE ALL WELDS PER FLORIDA BUILDING CODE B&B CONSULTING ENGINEIRS,INC.HAS NOT VISITED THIS JOBSNE INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS.B&B CONSULTING ENGINEERS,INC.SFWJ_NOT BE HELD RESPONSIBLE OR UABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.WORK SHALL BE VERIFIED PRIOR TO CONSTRUCTION. - B&B CONSULTING ENGINEERS,INC.SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ENGINEERING SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,eL al.INDEMNIFIER&SAVES .. HARMLESS THIS ENGINEER FOR ALL COSTS&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION&CONSTRUCTION - PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&FORM DEVIATIONS OF THIS PLAN,EXCEPT AS EXPRESSLY PROVIDED IN HYMN,NO CERTIFICATION OR AFFIRMATIONS ARE INTENDED. - �..` THIS,SPECIFICATION SHEET GOOD ONLY AT THIS NAME AND ADDRESS VOID WITHOUT HURRICANE SEAL OVER NAME ADDRESS; Wh File C C STATE: lGL ZIP: �ti q N q ® w Oscar M. Bermudez PE. DATE: HURRICANE-,BOAT-LIFTS Reg. Florida No. 55 �1 -'. Ol S.E. Slcter Street B&B Engineers, —Stuart,Florida:34997 706 S. 7th STREET FT. PIERCE, FLORIDA 34950 (772)-781-2556 Fax (772)-781-4854 e�r.s a ra re'srevx.ans serer ro avAse ra urr irc '� I I HURRICANE BOAT LIFTS CATEGORY--5 VERTICAL LIFTS ENGINEERING SPECIFICATIONS 5 8 O 5 7 1 9 Sum lu A.5 4IRECT DRIVE EB PLATE GEAR DIRECT DRIVE CATION OFTOBM OPTION OPTION PLMSAACM `+ t 4 r7AELB A B REmeENPIS mED / w 13r r To IV DIA It 3 ISM' ION• B•To fY MA Plft Penetration ISO' 150• 9'To 10,ITA To Be 1D,Into The 15V 150• 9•To 10,MA Sand Batton Or 5' { ISO• E68' 9,To 10'DU IRCto llx Rods Stwtn I68' 16B' oIY� 19V 19Y 10•To 1B'D 6 POes •1'0•(tR B A art-10.Our B com-m-coou I� ` 1 2 3 4 5 6 7 8 9 10 11 �dR TaR Bunk &*I* D jw Flat R E.B.D. DD WAS Cap. Bean per Oft Board s Post BearinOs Shaft Gear Gear Gear Gear Chmw I-O CPT) Hit Hotor Motor motor motor Six* sin Carpeted HP. HP. H.P. H.P. B Ea 6'H x 41V fE E43 Ce Ea.) CB Ea.) CC EN , 4,S00e H x 15 x 129'/! N) 3/4 HP. 3/4 HP. 3/4 HP. I HP. ISV Lo. A3 WLA.ki FA 5/16, 22440AADA 240�/10A 2 240/104 x S 611 x 4gN SST. 5, w CP Ea.) 7AOOe V x 1 Q 1 Port B 1E0� �� 1Zym l 1/2 HP. 150'L .70 Wt/LF,FL rxw444 rZ e40/10A 240AGA 240/113F, 240/10A • 69x 7 8'M,3x5�'W CARPETm r SaDd CE— rE Ea.) IOA00M 2 V x 150,1 3/�P 31/4 H 4KP S mWoM Steel PElnp VMa. Br'aCket ISV B VL/Lh FL (4) 6061-76 > 120/DA E40/l0A 120/l0A 240/l0A VRth 2-3/8'lToltr Corwecthp The x 7 SIM x s V S/16• 6'-81 ALUMWray C2 W Bracket To Tits AsseNaly. 13AOOL 2 v x 1�w E 1 HP. 11/2 HP. e-3/81x3'StatMtaa Steel Lop Sold ISO'Lm A2 WtAJn FL SST. 240/18A C2 EoJ E40/10A G,to The Slde OPVV MkV 0 x jx *AVxl44 2 Part $ C2 EQJ 1 HP. C2 Ea) ME MMW DUALI6AOOL x 168,Q {� ¢ L NP. N/A 1 1/2 H11 ISO,L US VL/Lh FL 240/10A 2000 x. V �0 C"PPetedd C4) EoJ e40/10A EIC2 BHP168,L VtA Jn FL 5/l6' 10' r SUd !OAx6'V 0'xi SST 606E-T6 o.1e4 a7�' V x 1 e f arpeteO ALIUI. HP.19Y VL/LN F 3 Par! l0A THE WIC SPECIFIED HEREIN HAS BEEN DESIGNED L ALL WOOL SHALL BE IN ACCORDANCE WITH STRUCTURAL.PROVISIONS OF THE Sth EDITION e014 FLORIDA BUILDING CODE. tam THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTA D WIND LOADS ASSOCIATED WITH VNm SPEEDS OF V„-180 MPH,VN¢e 139 MPH C3 SEL GUST)EXPOSURE,I. WT)M A BOAT RN THE LIFT PER ASCE 7-10 USING ABOVE GUM SIGN/VALL HUM,THE LIFTING STRUCTURE DCLUDIG ffikl HAS BEEN DESIGNED TO VITHSTAHD WIND SPEEDS OF Vm`90 MPH IN EXPOSURE,C OF 80 mm IN DPOSUE qr. OWNER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING VINDSTRH EVERT IN EXCESS Vasd AS CALATED BELOW.PER FBC 310S5.3 STRUCTURES DESIGNED TO BE HEADILY REMOVED IR REPOSITIONED DUANING PERIIIDS OF HIGH VOM VELOCITY SHALL BE POSTED WITH A LEGIBLE AND READILY VISIN V=AL OR PAINTED INSTRUCTIONS TO BE THE DMRER OR TENANT TO REMOVE OR REPOSITION THE STRUCTURE DR PART THEREOF DURING SUCH PEAIDDS OF TIME AS ARE DESIGNATED BY THE LLS WEATHER BUREAU AS BEING A H UMCANE WARNING OR ALERT.THE LIFT OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PONT HOLDER NO WARRANTY.EXPRESSED OR IMPLIED,IS CONTAINED HEREON Vasd MAY BE CALCULATED HY THE FOLLOWING FIRHM.A Vasd-V 0,6 1 V At DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FO10VDNG RATIOS AS CONFIRMED BY ona3m B/1-3.s/M■0.75,FOR A CP of L6 HAXIRUi WHERE H IS THE HEIGHT TO TIP OF BOAT,B IS HORIZONTAL DIMENSION,AND S IS VERTICAL IIIENSOL CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANIC&CERTIFICATIONS ARE BY OTHERS!ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT THUS DETAIL IS PREPARED AS A GOMM NON-SITE SPECIFIC NUTTER PLAN SFEEE DETAIL TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGIL WOOD PILES SWLLl BE SEASONED WOOD WITH G-=OR BETTER.SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREON,IR STANDARD FIELD CONOITI NS.ADDITIONAL SPECIFIC ERGBrmiONG MAY EE IEWIRED.AS.DETERNRED HY..TE BODLDDG_ItSPEC10R_AND.PERMGTTTNG.CQRTRACTtIt CARE SHM.L 8E TAKEN-BY CMTRACTOR IN ALL APPLICATIONS IF THIS DETAIL A$THIS[S HOT A SINE SPECIFIC ONIVING,R IS iFE RE'SPONSOLLITY OF OTHERS TO ENSURE TFC INTEGRITY OF INSTALLATION TO TIC HOST STRUCTURE. ALUMINUM NATERIAU 6061 T6 ALtMUM ALL VEL04 ARE HIM.LAV FILL FILLET VELD USENG 5556 FILLER ALLOY.ALL VELDIG MUST CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND VFRIFEE)BY OIHERSTHE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FRON DISSIMILAR METALS TO PREVENT ELECTROLYSIS FASTENERS ALL.MOORS TO BE HILTLDRAMD_OR.MFR.EIXWALENT.ALL.IUILTS_SIALL-BE HOT_DIPPED_GALVANGUM.OL.STAIN.ESS.STEEL I.MELT TIE_ FRFMS.OF.AM A304_WIIN ' HARDENED VASRERS AND HEX NUTS VAS)ERS SMALL BE USED BETWEEN WOOD L BELT HEAD L BETWEEN WOOD NUT.WHERE GENERIC FASTEERS ARE LABELED IN DETAILS, CAPACITIES MULL BEEQUAL TO fR GREATER THAN HILT KVIK BELT D OR RED FFAD THOU)BELTS E18EDLET DEPTHS SPECIF'IFD HEREIN ARE DEPTHS INTO SOLID SUBSTRATE AHD DO HOT INCLUDE T1[Cq¢.SS OF STUCCO OR OTHER FTMISHES. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SMALL BE PROTECTED BY gaIPPERS BITUMINOUS PAINT'OR POLYETHYLENE TAPE URN CELTR/A HIGH MOLECULAR WEEGM)1L7 rAs D.30 and MIN TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FL.OUMA HUILDIG COM ALL VELDS PER FLORIDA BlILDING CODE. BLB CONSULTING ENG .DC.HAS NOT VISITED THIS.OBSITE INFOIATIEN CONTAINED HEREIN IS BASED ON MMACT13R SUPPLIED DATA AND MEASUREMENTS.BLD CONSULTING E7NGIEERSMV-SHALL.NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRyEDUS OR INACCURATE DATA OR HEASUREMETS.WOOL SMALL BE VERIFIED PRIOR TO RYNSTRUCTIOI. BLB CONSULTING ENGINEERS.M SHALL BE HOTIFOD AND GIVEN AN U'PORTU IW TO REEVALUATE OUR WORK UPON DISCOVERY IF ANY QUC1%RATE INFORMATION PRIER TD MODIFICATION IF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION[F MATERIALS EGNNERING SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY USE OF THIS SPECIFICATION BY COHRACTOL at al.RIDENIFES L SAVES ' HARMLESS THIS ENGINEER FOR ALL COSTS L DAMAGES EXCLUDING LEGAL FEES L APPELLATE FEES RESULTING FRO!MATERIAL FABRICATION,SYSTEM ERECTION L CONSTRUCTION PRACTICES BETDID THAT WHICH IS CALLED FTUR BY LICK,.STATE,L FEDERAL CODES L FDRM DEVIATIONS OF THIS PLAN,EXCEPT AS EXPRESSLY PROVIDED IN HUM,NO CERTIFICATION OR AFFIRMATIONS ARE 94TE M mawwww trims aT=Domy ATTiES mum maADDRESB 1=W111IMFUFROMMSEALOVERNAME NAME, 6"Xk-1 rIT•ti (G� STATER ZIPI \Rscar�. ermudez, PE. DATE, _h1XRICANE 9DAT LIM B&B Engineers, ¢8- do Na 5514E _ -3301 S.E._Slater.-Street 706 S. 7th STREET k •-/J - Stuart, �fda-34997 FT. PIERCE, FLORIDA 34950 �.7'',2Y701-2556' - r ax C772)-m-:4854 - - I File Copy