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DOCK-18-515Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Perm t Permit No: DOCK-2-18-515 Permit Type: Dock Work Classification; Repair Permit Status::APPROVED Issue Date: 4110/2018' Expiration: 10/07/2018 Parcel Number Applicant 9767 NE 13 Avenue Miami Shores, FL 33138-2545 1132050090520 Block: Lot: ANGELO NAPOLITANO TR Owner Information Address Phone CeII ANGELO NAPOLITANO TR 1521 NW 165 ST MIAMI FL 33169-5642 Contractor(s) MORRISON CONTRACTORS Phone (954)583-8500 Cell Phone Valuation: Total Sq Feet: $ 16,975.00 500 Type of Dock: DOCK REPLACEMENT ON EXISTING PILES Additional Info: DOCK REPLACEMENT ON EXISTING PILES Bond Return : Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $10.20 $7.64 $5.09 $3.40 $509.25 $120.00 $45.00 $9 00 $13.60 $723.18 Pay Date Pay Type Amt Paid Amt Due Invoice # DOCK-2-18-66608 02/28/2018 Check #: 11939 $ 200.00 $ 523.18 04/10/2018 Check #: 12107 $ 523.18 $ 0.00 Available Inspections: Inspection Type: Final Review Structural Review Structural Review Building Review Building Review Planning In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction 9nd zoning. Futhermore, I authorize the above -named contractor to do the work stated. / Contractor / Agent Authorized Signature: Owner / Applicant April 10, 2018 Date Building Department Copy April 10, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-298302 Permit Number: DOCK-2-18-515 Scheduled Inspection Date: September 18, 2018 Inspector: RIveron, Alexis Owner: Job Address: 9767 NE 13 Avenue Project: Miami Shores, FL 33138-2545 <NONE> Contractor: MORRISON CONTRACTORS Permit Type: Dock Inspection Type: Final Work Classification: Repair Phone Number Parcel Number 1132050090520 Phone: (954)583-8500 Building Department Comments DOCK REPLACEMENT ON EXISTING PILES WITH ROPE RAILINGS Infractio INSPECTOR COMMENTS Passed Comments False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid September 17, 2018 For Inspections please call: (305)762-4949 Page 5 of 32 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION dBUILDING ❑ ELECTRIC ❑ ROOFING ID PLUMBING ❑ MECHANICAL (PUBLIC WORKS JOB ADDRESS: 9767 NE 13 AVE REC 2% . 2018 BY: �. 1 FBC2019 Master Permit No.a)Q 19 `5 IG Sub Permit No. ❑ REVISION ❑ EXTENSION (i CHANGE OF El CANCELLATION CONTRACTOR ❑ RENEWAL ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: Sg ) 3 D Folio/Parcel#:11-3205-009-0520 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: 1BFE: FFE: OWNER: Name (Fee Simple Titleholder): Al \) 0 kt, �CuY 10 -ir • Phone#:gO5-Lici5 - 73D ) Address: 1521 NW 165 ST City: MIAMI State: FL Zip: 33169 Tenant/Lessee Name: Phone#: 305-495-7321 Email: manapolitano@ccim.net CONTRACTOR: Company Name: Morrison Contractors Phone#: 954-583-8500 Address: 3000 SW 26th Terrace city: Dania Beach Qualifier Name: Michael Morrison State: FL Zip: 33312 Phone#: 954-583-8500 State Certification or Registration #: CGC 154-8Q76 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: 11 n, City: State: Zip: Value of Work for this Permit: $ � .2 )q1s�- " Square/Linear Footage of Work: 5ZO0 Type of Work: ❑ Addition ❑ Repair/Replace ❑ Demolition Description of Work: C Yam'? f) tar Q u _ - oil X(15+r►'15 f I eS wl row ra,c.Q..As(MitS1— Oa RiVI&IP& -61 TON[NG Specify color of color thru tile: P Submittal Fee $ 2(-)Q ' O Permit Fee $ - pr5 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 5 . Q'9 DBPR $ • G LI'Notary $ 0 Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ 2D'C HS- Bond $ TOTAL FEE NOW DUE $ 5 2----3 • 19 [] Alteration ❑ New (RevisedO2/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a .permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approval and a reinspection fee will be charged. Signature or AGENT The foregoing instrument was acknowledged before me this v 0 day of lb Utti),, 20 f , by (nQXC. OCT , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: G APPROVED BY nature CONTRACTOR The foregoing instrument was acknowledged before me this 00 day of IUD U Afr , 20 )1 , by Naiad ml? P11f Eb1'\ , who is personally known to as me or who has produced as identification and who did take an nath. `SEAGER MY COMMISSION # FF984738 EXPIRES June 23, 2020 cow NOTARY PUBLIC: Sign: Print: Seal: CHERYL L SEAGER MY COMMISSION # FF984736 ) 3984163 IRES June 23, 2020 FloridallotaryService.co , C,%'t jA ar e ca 17 Plans Examiner 1 �-7 Structural Review Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3205-009-0520 Property Address: 9767 NE 13 AVE Miami Shores, FL 33138-2545 Owner ANGELO NAPOLITANO TR Mailing Address 1521 NW 165 ST MIAMI, FL 33169-5600 PA Primary Zone 1700 SGL FAMILY - 4001 SQFT & Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4/4/0 Floors 1 Living Units 1 Actual Area 7,984 Sq.Ft Living Area 5,094 Sq.Ft Adjusted Area 6,257 Sq.Ft Lot Size 28,047 Sq.Ft Year Built 1951 Assessment Information Year 2017 2016 2015 Land Value $3,575,269 $3,575,269 $3,310,434 Building Value $768,807 $775,794 $782,781 XF Value $57,560 $58,000 $43,872 Market Value $4,401,636 $4,409,063 $4,137,087 Assessed Value $1,642,624 $1,608,839 $1,597,656 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $2,759,012 $2,800,224 $2,539,431 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description EARLETON SHORES PB 43-80 LOTS 7&8BLK4 LOT SIZE 186.980 X 150 OR 16863-2142 0795 1 Generated On : 2/28/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $1,592,624 $1,558,839 $1,547,656 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $1,617,624 $1,583,839 $1,572,656 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $1,592,624 $1,558,839 $1,547,656 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value S1.592,624 $1,558,839 $1,547,656 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/01/1995 $600,000 16863-2142 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 2/28/2018 �O!.L NeGLi'i'1 it W. 'Fig./dill Morrison d.antra'ctrirs October 27, 2017 Marc Napolitano 9767 NE 13th Ave Miami Shores, FL 33138 305-495-7321 manapolitano@ccim.net REVISED ESTIMATE We will remove and replace the storm damaged wood dock rebuilding it exactly as per the attached framing plan page 3 of 6 by .Tames Bushouse dated 6/28/10 which reflects a gangway measuring 4' wide by 55' long connected with a terminal platform that is 8' wide by 35' long. (2) of the wood pilings on the terminal platform appear to have been lifted up by the storm surge. At this point, I am not able to determine if these pilings are to be replaced or simply cut down to the proper height matching the other pilings. In the event that pilings are required to be replaced, the price is listed separately, 300sf of gangway and a portion of the terminal dock is to be removed and disposed ofAll of the pilings are to remain. All material will be #1 marine grade pressure treated pine using stainless steel bolts for all connections. New PVC jackets will be installed onto the existing piles Both sides of the entranceway and the rear of the terminal platform have 42" wood railing that will be modified by removing the 2" x 2" pickets and installing (2) rows of 1 Y2" nylon rope through the posts having a 2" x 6" pressure treated pine top cap, The final northward section of the 8' x 11' terminal platform is at a lower elevation requiring (2) steps. This area also is decked with 2" x 2" wood strips having 1" spacing. The remainder of the entire dock and gangway is decked with #1 marine grade pressure treated pine 2" x 6" fastened with stainless steel screws. Bid Price: $16,975.00 Optional: Upgrade surface to be Trex PVC composite (meaning that framing will be spaced at i on center maximum, and top rail cap alone will be Add $4,500.00 Jiff t Initial If the pilings are requir i �-` replaced $750.00/each Initial Continued on Page 2 Napolitano,Marc.dock.ma Customer's Initials 4._ 3000 S.W. 26th Terrace, Dania Beach, FL 33312 (954) 583-8500 Fax (954) 583-8880 www .nnorrisoncontractors.coim Conditions: 1. No electrical or plumbing is included in bid, 2. Requirements or restrictions of the city, county or state (governmental agencies) limy change this proposal. Until preliminary plans are submitted, the exact configuration cannot be confirmed. Any changes will be made in writing with your approval, 3, This proposal will increase in value by 5% at (90) days if not signed and a deposit received. If this .project is located in Dade County and the work has not commenced at (6) months for any reason not caused by the contractor, the price will increase automatically by an additional 6%. At (12) months the contract will automatically increase in value by 10%; this increase includes permitting delays, 4. If you have an HOA, an approval must be obtained prior to submitting plans to any of the governmental agencies, 5. This agreement specifies a certain length of piling to be used. If longer pilings are required due to any unforeseen condition that may require a longer piling the cost is $10.00/ft additional (wood) and $20.00/ft (concrete), 6. Contractor to obtain all permits and licenses. Have engineer draw and seal plans, Record Notice of Commencement and .have all insurance in place including Longshore & Harborworkers Federal Coverage (USLH). Call all inspections. All costs for the permitting (including plans, surveys, special engineer reports, and any other requirements of the building department are additional. We retain the services of Unlimited Permit Services (U.P.S.) to fully draw plans and process all documents to the respective agencies. Their fee of $1,500.00 and separate agreement is attached. Contractor to obtain all permits and licenses. Optional Accessories: 12" S-cleats 8' black rubber bumpers 5 step aluminum. ladder $50.00/each $200.00/each $250.00/each Terms: Deposit 1/3 Upon framing complete 1/3 Upon job complete 1/3 Maximum hold back pending final inspection is $500.00 I have read, understand and accept this agreement including all pr hereof, If received by facsimile provisions will be found on page 3. Mi ` ael Morrison t' ate General Contractors License #CGC1518076 This proposal may be withdrawn from us after 30 days. Please refer to condition #3 for an overview • Napolitano.Marc,dock.ma ns on the reverse side Initial ��. /(—t3-j Owner's i-gnat re Date All "in person" credit card transactions will incur a 2.5% service charge. All over the phone credit card transactions will incur a 3.5% service charge 1111111 IIIII IIIII IIIII IIIII 11111 IIIII li!I IIII NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11-3205-009-0520 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: STATE OF FLORIDA, THE UNDERSIGNED hereby gives notice that Improvements will beMf�,�''t� iaCGFerRtain re -it property, and In accordance with Chapter 713, Florida Statutes, theofal"tl irSr illi(orm s is provided In this Notice of Commencement. WITNESS my hand and 'IARVEY RUVIN, CLE `dy (.=FN 2018R0076206 OR BK 30854 P9 4400 (1F'ss ) RECORDED 02/07/2018 11:47 _- iARVE"i R1JVIN, CLERK OF COURT MIAMI-DADE _.OUNI Y r FLORIDA UNTY OF DADE rsrsatr a •.yoflhe n .a of Space above reserved for use of recording office 1. Legal description of property and street/address: t'ARLETON SHORES PB 43-80 LOTS 7 & 8 BLK 4 LOT SIZE 186.980 X 150 9767 NE 13 AVE Miami Shores, FL 33138 2. Description of Improvement: 3. Owner(s) name and address: •AYJelo KI li-fu.ne T. 1521 NW 165 ST MIAMI, FL 33169 Interest In property: J_ Name and address of fee simple titleholder: 4. Contractor's name, address and phone number Morrison Contractors 3000 SW 26th Terrace. Dania Beach. FL 33312 954-583-8500 5. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON. THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU I ND • :TAIN FINANtNG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YO ' NO OF MENC /1 Signared ) of riven-r �• �' (s' hertzed Officer/Director/Partner/Manager Unlimited Permit$erviees Prepared By _ . - Prepared By 902 NE 1 Street Print Name Pompano Beaclr, FL 33060 Title/Office Print Name Title/Offic STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing Instrument was acknowledged before me thls day of By rY. ore- rf A e "1,.. -LNG 0 Individually, or ID as bWAR.t/-ty-145+ee for ;l:Personally known, or C3 produced the following type of Identificati Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT 0 SEC I • N 92.525 FLORIDA STATUTES Under penalties o perry ciar, f�:t l have read the foregoing and that the facts s ed ' j ru the best of my knowl-dge and belief. tV ell» ie� 2c ri Signature(s) �f O �`. ��r(s)'s ' 127 e1.S2 PAGE) 6/12 Notary Public - State of Florida Commission : GG 107635 My Comm. Expires Jun 13, 2021 i of w; Bonded through National Notary Assn. Officer/Director/Partner/Manager who slgned above: By Dated: 2-23.. 2 r State of Florida I, Marc. Napolitano as Trustee for the Angelo Napolitano Trust dated December 23rd, 2015 here by certify and profess this is an accurate and truthful excerpt from the Angelo Napolitano Trust 2015, and 'hereby gives me -the authority to act for the Trust in the capacity as Trustee, Certified True and Correct; Marc Napolitano { County of Miami Dade The foregoing instrument was acknowledged before me this23 day of February, 2018, by Marc Napolitano, personally known to me, Notary Name: br? l(, ) My Commission Expires: 3i9o)c9.0 4 XV „y ' P NANCY M. MORALES i i• �1 Notary Pease • Matt of Florian e My Comm. Expires Ma 20, 2010 '.?,a„,t;0 Commission I FF 104693 ANGELO This Trust Agreement between ANGELO NAPOLIT person, as settlor, and ANGEL Trustee (referred to as the "Tr entities serving as Trustee of a alone or as co -Trustees, and w acknowledges receipt of the to hold said property and all ARTICLE I. A. Rights Resery or on my death, by my Last°W' by separate written instrtmie.n fornudities required for the ex instrument, or provision in my this Agreement in whole or in B. Payments Du during my life, the Trustee However, during any periods NAPOLITANO TRUST AGREEMENT .1 A( dated this L.." day of 12egi'4a16/1-• , 2015, and is 0, of Miami -Dade County, Florida referred to in the first NAPOLITANO and ANGELO NAPOLITANO's successors, as e," which term more particularly refers to all individuals and created hereunder during the time of such service, whether the originally serving or as a successor Trustee). Said Trustee described in the Attachment to this Agreement, and agrees tions, in trust, as provided in this Agreement. URENG MY LIFE AND UPON MY DEATH I reserve the right (a) to add property to this trust during my life or otherwise; (b) to withdraw property held hereunder, and (c) delivered to the Trustee which is executed by me with the ution of a will in Florida at the time of execution of such Will; that specifically refers to this trust agreement, to revoke and otherwise modify oramend this Agree/Tient g My Life. If income producing property is held in the trust I pay the net income of the trust to me or as I may direct. lel am Disabled the Trustee shall pay to me or on my behalf such amounts of the net inco e and principal of the trust as is proper for my Welfare. Any income not so paid shall be addcid to principal annually. C. Upon My Death Upon my death the Trustee shall collect and add to the trust all amounts due to the trust underty insurance policy on my life or under any death benefit plan and all property added to the tiby my Last Will or otherwise. Alter paying or providing for the payment from the augmented trust of all current charges and any amounts payable under the later paragraph captioned "Death Costs," the Trustee shall hold the trust according to the following provisiims. ARTICLE U. AFTER MYDEATH: A. Disposition of Tangible Personal Property. If any non -business tangible Personal property other than cash (including, but not limited to, my personaleffects, jewelry, collections, household fiirnishir.gs, and equipment, and automobiles) is held in the trust at the time of my death, such items shall be promptly distributed by the Trustee of the trust to such person or persons, including in] estate, as to the item or items or proportion specified., as I may appoint, and to the extent that any such items are not disposed of by such appointment, such items shall be disposed of by tbe' Trustee of the trust in exactly the same manner as suchltems would have been disposedof cider the terms and provisions of my Last Will (including any Codicil thereto, or what the Truittx in good faith believes to be such Last Will and Codicil) had such items been included in my probate estate. Any such items which are not effectively disposed of pursuant to the preceding sentence shall pass with the other trust assets. assist the Trustee in the performance of its administrative duties and to pay compensation and costs lammed in connection withsuch employment from the assets of the Trust; to act without independent investigation upon their recommendations; and, instead of acting personally, to employ one or more agents to perform any act of administration, whether or not discretionary. 28. Tax Elections. To file tax returns, and to exercise all tax -related elections and options at its discretion, without compensating adjustments or reimbursements between any of the Trusts or any of the trust amounts or any beneficiaries. °& Resignation. A Trustee may resign with or without cause, by giving, no less than thirty (30) days advance written notice, specifying the effective date of such resignation, to its successor Trustee and to the persons required and in the manner provided under Fla. 'Scats. §§736.0705(1)(a) and 736.010%. As to any required recipient, deficiencies in fulfilling the foregoing resignation requiremeits may be waived in a writing signed by such recipient. Upon the resignation -de Trustee; such Trustee shall be entitled to reimbursement from the trust for all reasonable expenses incurred in the settlement of accounts and in the "transfer of assets to his or her successor. C. Removal. I reserve°:the right to remove a Trustee from office, with or without cause, by giving written notice, specifying" the'etfective date of such resignation, to the removed Trustee, tohis or her successor Trustee, and to the current income beneficiaries: During .any period that my power" under this Trust Agreement to remove a Trustee from office cannot be exercised by the by reason o,' my death or Disability,+the age twenty-one (21)' or older permissible current mandatory it discretionary income beneficiaries from time to time of any trust established hereunder shall have the power to unanimously remove a Trustee of such trust (other than; a nonentity.Trustee appointed by me by name herein or in a written notice of mine appointing such Trustee as successor Trustee) at any time with or without cause, with the successor Trustee to be deterrniaed in accordance with the following provisions. The provisions of Fla. Stets. §736:0706(2Xd), aid any successor provisions thereto, which provisions relate to the removal of a Trustee due to a substantial change in circumstances or the request ;of all qualified beneficiaries, are expressly made inapplicable "to all trusts established hereunder. D. Appointment, of Successor Trustee. 1 Appointment. Upon a Trustee's resignation, or if a Trustee becomes Disabled or for any reason ceases to serve as Trustee, I may appoint any person or persons as' 'successor Trustee, and in default of such appointment by me, my son, MARC" NAPOLITANO, shall'serve as successor Trustee. If MARC NAPOLITANO resigns, becomes Disabled or for any reason ceases to serve as a Trustee, MARC NAPOLITANO may appoint any,person or persons as successor Trustee. In the event, because of disability or otherwise; MARC NAPOLITANO is unwilling or Amebic to appoint a successor Trustee, I hereby appoint my grandson,1 as successor Trustee. Any person with authority hereunder to, appoint -a successor Trustee may specify is writing in the instrument of appointment any specific.ternis and conditions under which such:srccessor will serve or continue to serve, but excluding terms and conditions 'relating" to the exercise. or nonexercise of Trustee powers and duties under this instrument or that are contrary to the express provisions of this instrument or, applicable law. If IN WITNESS WHEREOF, ,the parties hereto have executed this instrument on the date first above written. SE'[TLOR AND TRUSTEE: ANGELO NAPOLITANO This instrument was signed by ANGELO NAPOLITANO in our presence, and at the request of and in the presence of ` ANGELO NAPOLITANO and each other, we subscribe our names as witnesses on this23 'day of 0fr=eC , 2015:` L/,4, IhK` Print Name: A[VW r b Address:. .29 f 44.7 Y."e.#% 3 30✓6 STATE OF FLOA COUNTY OF (fAti7 ;0..Seel Print Wanes: Afa,e'i et. Address: / • •• Pint qi 7 ern.,)fa fion, The foregoing instrument was acknowledged before me this plskms, 2015, to, ANGELO NAPOLITANO. e_%OTT ROSEN f MYCOMMW1H FF 10t�t t8 Jur axon 0 .w nr. + My: Commission, expires: 5fa ,i 4,4 • / f "day of Sc:o r ..t& Print; type or stamp name of Notary Public Personally Known ✓ or Produced Identification Type of Identification Produced . /`/t iFi Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by /- . 1•I°?f A A0. t3 to perform special inspector services under the Florida Building Code 6th Edition (2017) and Miami Dad Copp my Administrative Code at the f?'01 I 13 At project on the below listed structure as of 3Pci el (date). I am a registered architect/professional engineerJlicensed in State o Florida. Process Number il,'/fill(:" 75 _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 6th Edition (2017) _ Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted Soil Compaction Precast Attachments Roofing Applications Lt Weight. I ;ul.Conc. Other, l :f,' G,v ',(! Note: Only,the marked boxes apply. —The following individual(s) employed by this firm or me is authorized representative to perform inspectio 1. 0 - (.Q..rplow 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgmentittlq$G pprtions of the project outlined above meet the intent of the Florida Building Code and are in st etia+ d'apce with the approval plans. o. ' • = �p� • tY w = a• STAjE of Z = ""SS/ONAL�•, Signed andS4d Da te: Name •.•. •• • • .... • .• . •. • • . • •. .• • .... •• • . . • .... • .. • • . . .. •• .. .• • • . • • • • . . .• . .. . • • • .). • Engineer/Architect Address 681 d'Worth State Road 7 Coconut Greet< FL 33073 Ph: 954-617-8143 Mark Weber, PE #53895 Florida MarkWeber@MwEngineering.net Specialty Foundation, Marine & Aquatic Engineering and Inspection 6810 North State Road 7 Coconut Creek, Florida 33073 Phone: 954-617-8143 WOOD DOCK CALCULATIONS Per ASCE 7-10 and Florida Building Code 2017, 6th Ed. Job NamelAngelo Napolitano - 9767 NE 13 Ave -Miami Shores-FLI Date: 12-5-2018 STRUCTURAL REVI "W APPROVED DATE • • .. • ...... ••.. ••.. .. . • . • •• ...... . . • ...... • . • • • • •• •.•.. •.••.. ••• . • . • . .•.•. •• ••••• • OOOOOO •..... • • .. • • • • • OOOOOO •...•. • ••..... • • . . • • .• . .. . •••... • • • • • •• . MW Engineering, Inc. CA #30702 B''' • ,, P.. .c,ENS • .; p, ' .'1,' 11 * ; No.5389 • =-O • • W; -p STATE 0 • [ i . O ' SSIONP -�,•'OO Mark E. Weber, PE 53895 Florida Registered Professional Engineer Not Valid;without Engineer's Seal and Original Signature Seal valid for this page and Analysis Pages 1 thru Introduction The following calculations are for a wood dock system PVC decking. The substringers and joists were calculated using a 40 psf live Toad; private dock, with a 5 psf dead load for joists and decking. Substringer attachment, and uplift on joists and decking was also reviewed. Stringer and Substringer Connection Calculations (4' Wide): Substringers Maximum loading at piling longest span WI: 4 Tributary Width (ft) (Substringer Length) L1: • • Tributary Length (ft) (Stringer Length) Load: 432.0 Ibs 45 psf x 1/2 W x 1/2 L • • . . •• . •••... Connection piling to substringer: • Allowable 1126 lbs 3/4" Dia Bolt double shear per to grain (from Database] • • • Qty: I 2 Connection ledger to piling / seawall cap: Allowable 4625 Ibs 3/4" Wedge in 4000 psi concrete (from Database) Qty: I 2 'Allowable 9250 Ibs > 432 Ibs OK I Connection drop hanger to substringer: Allowable Qty: Allowable 1170 Ibs 5/8" Dia Bolt single shear parallel to grain 2 2340 lbs > 432 Ibs OK •••. (Allowable 2252 Ibs > 432 Ibs OK I • • • • • • •.. •• •••••• •.. . • • .• •. . Connection 3.5" drop hanger to substringer: Allowable 1126 lbs 5/8" Dia Bolt double shear perp. to grain (from Database) Qty: I 2 'Allowable 2252 lbs > 432 Ibs OK I Stringer and Substringer Connection Calculations (8' Wide): Substrinaers Maximum loading at piling longest span WI: 8 Tributary Width (ft) (Substringer Length) L1: 11.33 Tributary Length (ft) (Stringer Length) Load: 1019.7 Ibs 45 psf x 1/2 W x 1/2 L Connection piling to substringer: Allowable 1126 Ibs 3/4" Dia Bolt double shear per to grain (from Database) Qty: I 2 (Allowable 2252 Ibs > 1020 Ibs OK I Uplift Calculations: WIND LOADING ANALYSIS 175 Wind Speed, V II Bldg. Classification D Exposure Category Dock: 51.08 psf Main Wind -Force Resisting System Deck: 96.80 psf Roof Components and Cladding •.•. • • •... .• • • • . • •• • •• . •. • • •• • •• • • . ••• • •• •.•••. • •• . • • • •• • ••.••. � • •.•••• •••..• • • •.•.. . . •..•. • • • • • . •' • •0000• ••.••. • • W: L: Wd: 1.33 11.33 0.5 Stringer Spacing (ft) Tributary Length (ft) Dock Board Width (ft) Uplift: = (Dock psf - 2.5 psf dead) * U2 Uplift: 384.85 Ibs (Max. Uplift Each Joist) Allowable: 600 Ibs for Simpson H2 5A strap w/ 5 8d at each end Allowable: 600 Ibs > 384.9 Ibs OK Strap each stringer to substringer with 2.5A strap Connection to decking: Uplift: = Deck psf * Joist Spacing * Dock Board Width Uplift: 64.37 Ibs Allowable: 163 Ibs per inch embedment for #10 screws (from Database) Allowable: 489 Ibs for (2) #10 x 2.5" deck screws with 1.5" embedment Allowable: 489 Ibs > 64.37 Ibs OK Substringer Stress Size: 2x12 SOUTHERN PINE NO Shear allowable: 175 Substringer Span: Board Width: Board Heigth: Gross Area: Shear Area: Calculations: Substringer . 1 DENSE psi ft in in inA2 inA2 (gross area * .667) 11.33 1.5 11.25 16.88 11.26 SPAN L1: 8 Tributary Width (ft) (Substringer Length) 1019.7 Ibs (for 2 subs from Connection Calculations) Max. Loading: 509.9 Ibs Per sub Max. Shear: =Max. Loading/2 SubStringer/Shear Area Max. Shear: 45.3 sp i < 175 psi al owable OK Bending allowable: 1200 psi Section Mod. (S): 31.64 inA3 Mmax: = wL^2/8 Reactions: 509.9 Ibs L: = 2 * reactions / span = dist. Load 127.5 Ibs / ft Mmax: 1019.7 ft-Ibs Max. Bending: = 12*M / S No. 1 Dense Max. Bending: 86.7 psi < 1200 psi a owab e OK Stringer Stress Calculations: Size: 2x8 Stringer SOUTHERN PINE NO. 1 DENSE Shear allowable: 175 psi Span: 11.33 ft Board Width: 1.5 in Board Heigth: 7.5 in Gross Area: 11.25 inA2 Shear Area: 7.50 inA2 (gross area * .667) Max. Loading: 384.9 Ibs (from Max. Uplift per Joist Calculations) • • • • • •• • ...... • ...... ••.. • • ••.. ...... •• •• ...... • • • • • • • • •• • ••.. • • •• • • • • • •• •• • •• • • • • •• • • • • •• • • • • ...... • •• • • • • . • ...... • • • ...... • • ...... • • ..... ...... • • • 000000 • • ...... • • 2/s Max. Shear = Max. Loading / Shear Area Max. S ear: 51.3 psi < 175 psi a Towable OK Bending allowable: 1200 psi Section Mod. (S): Mmax: Reactions: L: Mmax: Max. Bending: No. 1 Dense 13.14 in"3 = wL"2/8 384.9 Ibs = 2 * reactions / span = dist. Load 67.9 Ibs / ft 1090.1 ft-Ibs =12*M/S Max. Bending: 995.5 psi < 1200 psi allowable OK Q ID • . • . . .. . .••••. . ••••.. .•.. • • • • •••. •• • . . • .. • Model No. Ga Fasteners DF/SP Allowable Loads uplift with 8dx1'fi Halls (160) SPF/HF Allowab(g,p Latgr�(16�0 ! Fi • IAUQliITwilh• • Ft '1140 8dx11/2 Aa'ils .(161V*,_ 3!0 • To Rasters/ Truss To Plates To Studs Uplift Lateral (160) Uplift M0) Fi F2 (160) r H t 18 6-8dx1 h 4-8d — 585 485 165 455 400 415� H2A 18 5.8dx1 V1 2-8dxi'h 5.8dx1Y 575 130 55 — 495 130:-'; i.__ -. H2ASS 18 5-SS80 2-SS80 5-SS80. 400 130 55 400 345 1306 5 • 345. Hr .5A 18 5-8d 5.8d — 600 110 110 575 535 110' 410 : '4 •• H2.5ASS 18 5-SS8d 5-SS8d — 440 75 70 365 380 75�.. ` Tb 40, • 426 . W0 H2.5T 18 5-8d 5-8d — 545 135 145 425 545 135 145 H3 '18 4-8d 4-8d j — 455 125 160 415 320 105 140 rH4 20 4.8d 4-8d — 360 165 160 360 235 140 135 235 s'115L 18 4-8d 4-8d — 455 115 200 455 265 100 170 265 H6 16 — 1 8-8d 8-8d 950 — — — 820 — — — H7Z 16 4-8d 1 2-8dx1'h 8-8d 985 400 — — 845 345 — — rH8 18 5-10dx11/2 5.10dx1.4 — 745 75 — 630 565 75 — 510 H1oA Sloped 18 9.10dx1 h 9.10dx1 h — 855 590 285 — 760 505 285 — H10A 18 9-10dx1h 9.10dx11/2 — 1140' 590 285 — 1015 505 285 — •••••. •• • . ••...• • . •••.• • •..•• •••..• .� • . .••.•• • • "ASCE710W.xls" Program Version 2.2 WIND LOADING ANALYSIS - Roof Components and Cladding Per ASCE 7-10 Code for Bldgs. of Any Height with Gable Roof 0 <= 45° or Monoslope Roof 0 <= 3° Using Part 1 & 3: Analytical Procedure (Section 30.4 & 30.6) Job Name: I I Date: I Input Data: Wind Speed, V = Bldg. Classification = Exposure Category = Ridge Height, hr = Eave Height, he = Width = 175 II D 10.00 10.00 . 0.50 mph (Wind Map, Figure 26.5-IA-C) (Table 1.5-1 Risk Category) (Sect. 26.7) ft. (hr >= he) ft. (he <= hr) ft. (Normal to Building Ridge) B Length = --2A0- _ ft. (Parallel to Building Ridge) L I : • • . 4. Roof Type = ^ Gable (Gable or Monoslope) >I Plan Topo. Factor, Kzt = Direct. Factor, Kd = ,1.00 0.85 (Sect. 26.8 & Figure 26.8-1) (Table 26.6) • Enclosed? (Y/N) N (Sect. 28.6-1 & Figure 26.11-1) • • •• • Hurricane Region? Y 0 ° Component Name = Effective Area, Ae = Overhangs? Decking 1 ^ -Ni' (Purlin, Joist, Decking, or Fastener) hr ft.^2 (Area Tributary to C&C) f • • •., ne• • •, • ; (Y/N) (if used, overhangs on all sides) L • Resulting Parameters and Coefficients: Elevation • • • • • • Roof Angle, 0 = Mean Roof Ht., h = 0.00 _ 10.00 deg. ft. (h = he, for roof angle <=10 deg.) Roof External Pressure Coefficients, GCp: GCp Zone 1-3 Pos. = GCp Zone 1 Neg. = GCp Zone 2 Neg. = GCp Zone 3 Neg. = 0.30 -1.00 .. -1.80 -2.80 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) Positive & Negative Internal Pressure Coefficients, GCpi (Figure 26.11-1): +GCpi Coef. = -GCpi Coef. = 0.55 -0.55 (positive internal pressure) (negative intemal pressure) If z <= 15 then: Kz = 2.01*(15/zg)^(2/a) , If z > 15 then: Kz = 2.01*(z/zg)^(2/a) (Table 30.3-1) a = zg = Kh = 11.50 700 - 1.03 (Table 26.9-1) (Table 26.9-1) (Kh = Kz evaluated at z = h) Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd*VA2 (Sect. 30.3.2, Eq. 30.3-1) * 0.6 ASD Design qh = 41.19 psf qh = 0.00256*Kh*Kzt*Kd*V^2*0.6 (qz evaluated at z = h) Design Net External Wind Pressures (Sect. 30.4 & 30.6): For h <= 60 ft.: p = qh*((GCp) - (+/-GCpi)) (psf) For h > 60 ft.: p = q*(GCp) - qi*(+/-GCpi) (psf) where: q = qh for roof qi = qh for roof (conservatively assumed per Sect. 30.6) Wind Load Tabulation for Roof Components & Cladding Component Kh qh p = Net Design Pressures (psf) (psf) Zone 1,2,3 (+) Zone 1 (-) I Zone 2 (-)1 Zone 3 (-) DECKING 1.03 41.19 35.01 -63.85 -96.80 -138.00 Notes: 1. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces. • •••. • • •••• •. • •• • • • •. • .. • •• • • • •• •• • • • • •• • • • •••••. • .. • • •• • •••••• � • • • •••••. • . ••••• • • ••.•. 000000 • • • •••••• • • ••..•• of 2/5/2018 1:48 PM "ASCE710W.xls" Program WIND LOADING ANALYSIS - Main Wind -Force Resisting System Per ASCE 7-10 Code for Enclosed or Partially Enclosed Buildings • Using Method 2: Analytical Procedure (Section 27 & 28) for Low -Rise Buildings Job Name: Input Data: Wind Speed, V = Bldg. Classification = Exposure Category = Ridge Height, hr = Eave Height, he = Building Width = Building Length = Roof Type = Topo. Factor, Kzt = Direct. Factor, Kd = Enclosed? (Y/N) Hurricane Region? 175 1I D 10.00� 10.00 24.00 12.00 Monoslope 1.00 0.85 j Date: J mph (Wind Map, Figure 26.5-1A-C) (Table 1.5-1 Risk Category) (Sect. 26.7) ft. (hr >= he) ft. (he <= hr) ft. (Normal to Building Ridge) ft. (Parallel to Building Ridge) (Gable or Monoslope) (Sect. 26.8 & Figure 26.8-1) (Table 26.6) (Sect. 26.2 & Table 26.11-1) Resulting Parameters and Coefficients: Roof Angle, 0 = Mean Roof Ht., h = 0.00 10.00. deg. ft. (h = he, for angle <=10 deg.) Wind Check Criteria for a Low -Rise Building: 1. Is h <= 60' ? I Yes, O.K. 2. Is h <= Lesser of L or B? External Pressure Coeffs., GCpf (Fig. 28.4-1): (For values, see following wind load tabulations.) Positive & Negative Internal Pressure Coefficients, GCpi (Table 26.11-1): +GCpi Coef. = 0.55 (positive internal pressure) -GCpi Coef. = -0.55 (negative internal pressure) If h < 15 then: Kh = 2.01 *(15/zg)"(2/a) (Table 28.3-1) If h >= 15 then: Kh = 2.01 *(z/zg)^(2/a) (Table 28.3-1) a = 11.50 (Table 26.9-1) zg = 700 (Table 26.9-1) Kh = 1.03 (Kh = Kz evaluated at z = h) L Plan • • • � • •• ••• • •••••• •••• ' •• Yes, O.K. Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd*VA2 (Sect. 28.3.2, Eq. 28.3-1) * 0.6 ASD Design qh = 41.19 psf qh = 0.00256*Kh*Kzt*Kd*V"2*0.6 (qz evaluated at z = h) Design Net External Wind Pressures (Sect. 28.4.1): p = qh*[(GCpf) - (+/-GCpi)] (psf, Eq. 28.4-1) Wall and Roof End Zone Widths 'a' and '2*a' (Fig. 28.4-1): a = 3.00 ft. 2*a = -6.00 ~ ft. MWFRS Wind Load for Load Case A Surface GCpf p = Net Pressures (psf) (w/ +GCpi) (w/ -GCpi) Zone 1 0.40 -6.18 39.13 Zone 2 -0.69 -51.08 -5.77 Zone 3 -0.37 -37.90 7.41 Zone 4 -0.29 -34.60 10.71 *Note: Use roof angle 0 = 0 degrees for Longitudinal Direction. • •• •• • • • • • •• •• • rsion 2.2 •• •• • • •• • • •••. • • • • • • • •' • •• •• • •' • • . • • ••••• •••••• • • • •••••• • • • • � of5 2/5/2018 1:48 PM bing maps 9767 NE 13th Ave, Miami Shores, FL 33138 Location: 25.8656, -80.17103 c� z z :ay ie Parkm NE 114th St �w Borg rei Z • Mrarm Shores �c 9! NE 103td St Country CU, NE 99th St NE 951h St NE lllth St NE 96th St NE 92nd St 934, LITTLE RIVER V8ing NE /5th St NE 82nd St o. A fi. B NE10705' z 3 NE 110th SI NE 1O5th 5t 9767 NE 13th Ave, Miami Shores, FL 33138 eEn ECEIVED FEB 0 7 2018 PERM Coastal Resources Section Natural Resources Regulation & RestoratO• •• rJisior r,I - ••••_• •• • •• • •••••• • vet,St• • • •• • • • • • • • • • • • • • • • • •a • •• •••••• •• 4. • .� �• •ni• ••`nt•�r CreeACOLYtF7•• • Cfub •••••• • Inchon Inchonreek • • Isla•d • • • • •••••• • • • _• •• • Cleveland Rd •••••• • •• • • • • • • •••••• •• • • St,8wer i18 • • • 85•.:, �. • • •• • ottO' ramvay Dr 4r Normandy Shores Gof( Club BISCAYNE POINT Park View Island Normandy Island Normandy Or Q NE 85th St NORMANDY ISLES list St NE RI st St Belle NE lath St Meade NE 79th 5t Pelican Harbor i\lorl9u Wen f Kmneoy C�hwt1Y \image Treasure Island S treasure 0r Cin4 n, La Gorse Island 2500 feet 500 m In c ®2018 HERE vv E. 63.494'(P) 63.50'(M) • 0 CS P.P. CL-1 2X2X4.5' O.U.L. COLUMN W.M.o 07 (TYP) 0.10' Arm CL. 3'X3'X5' COLUM (TYP) LOT 9 BLOCK 4 1.4X1.4'X3' COLUM (TYP) ON Fd. N/D (0/S 5' NORT & 0/S 1.67' EAST) 0 GATE 6' CBS WALL A/C ON 3 CONC. 44.65' rrrrrr=rrrrrrrrra(; ; rrrrrrrO-rrrrrrrrrrrrr rrrrrrrn-rrrrrrrr?L rrrrrr- rrrrrrrrrrr rrrrrrrr rrrrrr TILE-rrr FEE Fr-rrrr rr�18.30' FE1 I rr rrr_ q rr Fr rrf rrr rrrr 6.� rrr rrr rrr rrr rrr rrr O rrrrrr rrrrrr rrrrrr rrrrrr N POOL rrrrrr rrrrrr rrrrrr rrrrrr rrrrrr rrrrrr rrrrrr rrrrrr r-r-rrrr-i-rrrr-rrrrrr rrrrrr-rrrrrrrrrrr o �rrrrrrrrrrrrrrr rfGl=.rrrrrrrrrrrrn rrrt-rrrrrrrr rrr \ 36.80' 186.988'(P) 187.00'(M) 0.30' CONC. CURB N 7.85! N LOT 8 BLOCK 4 23.30' —2S151 U PILING' 2'X2'X3'. COLUM (TYP) N 54.35' II ONE STORY RESIDENCE It 9767 39120' ALE PORCH` > - 19' PARKWAY O.U. L. 3' CBS 3.15 X3.15 X8' WALL - COLUMN (TYP) (TYP) LOT 7 BLOCK 4 22.05' ,-STEP rr L rrr. -rrrrr rrrrrr,- 6' rrrrrrrrrrrrr,r rrrrrr rrrrr _r ILE_1 m _r, AB r r: -r rrrr r rrrr _r rrrrrr rrrr -rrllT2'rr 187.00'(M) 186.988'(P) BISCAYNE BAY 0 O GA TE—N 35 CONC. ,WALK 26.35' 12.10' CONC. SLAB 13.30' 4 CONC. WALK of f EDGE OF 1.90' SEAWALL' WA TER 37.10' 0.10' CL. 5.00' U. E. _0.40' CL. 5' Miam Shores Vlilage' �. , IIntSai :LOC s ilia To OOMPuAN! MRTM AU STATE AND COUNTY RULER AND RE ,APPROVED ZONING DEPT IBLDG DEPT I (TYP) --ON 5.00' U. E. N /L' "THIS SURVEY DECLARATION IS MADE ON THE FIELD DATE INDICATED, TO THE OWNER(S) LISTED. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS." FLORIDA BO AND MAPPERS in Code, pursuan 1 0- FEBoI2018 O.U.L. Nat,�IR Coastal Resources _ Di�fon {N'RRR Restoration (/) C N' m m W .m ‘aa U • O N a E' c' F m 3 o 2 N U LL1"1 mNo m rnrol] � NdC ., N EVC Uo: 0omE mUmO f0 ia '; om c v m mc c.m_om��Lv �U;q�`C 3 C N wm ao f mm mN m 5m a,m m 0 c mc m '�- m p U c E c Oo o O CL0 moa. o.yd'caoyym m m �a�S c'>.��ao•m• m m 7 ° umi m f0 E q,• 2.) . o E N o a m o c m m x m a E° oa .a �o Doty°c •3 'a N C L . U C N j c 'r. �• • :• m 0 CCaO N?m"b••�• m m_2' m5 0ca=,,f••..c L 3 N V N'-'r _ c � � C � C �' a� ` y C m� �a••e O il E 0 fv 3 io o m m m a o ai V n o N c • m m 'O l0 m N T C U m ••c N, c mom41c 10c vn a•- d 3 °c��U�mEooEo»6•�� , Eoc00E gamo�,o_m of N C m> C m m m m C m N ? m m m m=Eycco om"-m13 E7,• mis iF3 0m.d °m ro`m `mmc�0aro`„ E"E0Ecm c0.0oa-;f.!Q 2 am°mE 3 ::„alt,°cci`omcc� OOLmUE�-E!8-816 m m C W m V 0 it a 'n t m T g 5 N mEygm `mG� 8 w 12 o v 2 6-). �� m m � 9 .0c'v FQvFL—�UDHc «� o .:czo ol....✓Ua Z m a o v m .- p1 L = .-. 2 This property described as: Lots 7 and 8, Block 4, IARLETON SHORES, acorciing to the Plat thereof asrecorded in Plat Book 43, P 'of the Public Records of CERTIFIED TO: Angelo Napolitano Trust 80, 11 eChounty, Florida. EQ FOR THIS �FR I% 9767 N.E. lath Avenue, Miami Shores, FL 33138 Bearing, if any, shown based on N/A (reference) N/A FLOOD ZONE AE/VE COMM. No. 120652 PANEL No. 0306 SUFFIX: L F.I.R.M.DATE 09/11/09 F.I.R.M.INDEX 09/11/09 BASE ELEV. + 10.00 N.G.V.D. + 11.00 N.G.V.D. REVISIONS: ELEVATION NOTE: (IF APPLICABLE) L.F.Elev.= N/A (lowest habitable floor elevation). Elevation shown hereon refer to N.G.V.D. 1929. Lowest adjacent grade elevation= N/A BM. N/A Elev.= N/A Garage Elev.= N/A . Erp.= N/A Not valid unless it bears the signature and the original raised seal of Florida licensed Surveyor and Mapper. LEGEND A =Arc ASPH = Asphalt BM = Bench Mark BRG = Bearing CB = Catch basin CBS = Concrete Block Structure CH • = Chord Chatta.= Chattahoochee Ch = Center Line CLF = Chain Link Fence CL. • • ClEar CONG.• Concrete D • •= Nita 0 • i DisrRater DH• = [)rill Hole DME = 8rainage & M: • • Easement • E.B, = 6laptric Box • • Enc. • .Encroachment• • • • • F.F.• = rinisl Floor F.H. 4.0Fir! Hydrant • F.I.R. = round Iron Rebar • FPL• = Floyda Power &kighi • • t•Ftehfl Iron Pipe• • FD. • = Found L.P. ati IR Pole • M • • 1vvegs!ired M.F. = Metal Fence M.H. = Manhole = Monument Line MON. = Monument N/A = Not Applicable N/D = Nail & Disc NTS = Not to Scale O/S = Offset O.U.L. = Overhead Utility Lines OH = Overhang P = Plat PB = Plat Book PC = Point of Curvature P.C.C. = Point of Compound Curvature PCP = Permanent Control Point PG = Page P.I. = Point of Intersection = Property Line PL = Planter P.O.B. = Point of Beginning Point of Commencement —ftwer Pole v,ermanent Reference Monument P.R.C. = Point of Reverse Curvature PT = Point of Tangency R = Radius RJR = Railroad PSM = Professional Sury Mapper R/W = Right -of -Way SINK = Sidewalk Sec. = Section (Typ) = Typical T = Tangent U.E. = Utility Easement W.F. = Wood Fence W.M.= Water Meter W.V. = Water Valve ++ Denotes Spot Elevations Taken • •• • • BOUNDARY SURVEY. I HEREBY CERTIFY: that this survey meets the minimum technical standards as set forth by the ESSI L SURVEYORS Florida Administrative .027 Florida Statutes. IVES 10/01/09 P0FESSION, AL SURVEYOR AND MAPPER No. 4327. State of Florida. Alvarez, Aiguesvives and Associates, Inc. Surveyors, Mappers and Land Planners 5701 S.W. 107th Avenue #206, Miami, FL 33173 Phone 305.220.2424 Fax 305.552.8181 L.B. No. 6867 / E-mail: aaasurvey@aol.com Field Date 09/29/09 Scale: 1"=25' Drawn by: D.G. Drwg. No. 09-13529 LOT 9 BLOCK 4 W 00 1.4'x1.4 X3' COLUAI () i _. rrrrrr `• ., rrq-Frrrr ON l� � � � t ' Al 31.44' GATE 6' CBS WALL A/C ON 3 CONCT 44.65' ,r,r.rrrrrrx.rr. rrrrrr= rrrrrrrr rrrrrrrt9-rrr-rr-rrrrrr-?4 rr rrrrrrr rrrrrl-r-r-rrr rrrrrrrr rrrrrr mx-rrr rrr-- SLAB ,rrr rr 18.30 rrrrrrrrrrrrrrrrr rr rr rr rr rrr rr rr rr rr c>sFF r-r-rrr rrr:rrrrrrrrrrrrrrr rr rr7rrrrr-rr-rr-rr-rrr-F� 36B0' N POOL "� rr r r rrrr rrrrrrrr-r rrrrr 71y5,— N- n rrrrr rrrrr rrrrrr rrrrr o rrrrr c rrrrrr rrrrrr rrrrr rrrrr -'� rrrrr rrrrr- rrrrr 0— LOT LOT 8 BLOCK 4 23.30' r zx2X3'_ COLUIS, IR (nr) 4 - rrrrr TEPS n •ra, rw s,,, rr-p-t I PL 1 54.35' ONb STORY REIDENCE 9767 PL ^. r LOT 7 BLOCK 4 Ca 13.30' 22.05' tr PL ctizi 12.10'. :77ttCciP1C. SLAB PL 39120' f _„ I_r r P°RRCCK r— �� rrrrr rrrrrrrrrrrrrr rrrrr r. PLE_ 5' a— rr-' rrr rrrrr rrrrr rrrtg'r r -F` C01%C. WALK 0 STEP 1 N- 37.10' LOT 6 BLOCK 4 ON if 5' CBS ALL (T ) et ON C 5.00' U.E. N� 88' 63' 53' 6' 25' Remains of existing dock I— to be removed, existing wood dock piles to remain L 35' \ J 8' --11H 130' Biscayne Bay / /ore /fi\e' /Op 52' \ / V / / / (4) Existing Wood Mooring Piles To Remain / Site Plan (Existing Conditions) Scale: 1" = 20' RECEIVED FEB 0 7 2018 DERM Coastal Resources Section aJn ral Resources Regulation 8, Restoration Division (NRRRD) • . • . . .. • •... . . .... .. . •. • • .. .. . . . • .. • . • . .. . . . . ..• . Legal Description Existing Seawall, Cap and Rip Rap To Remain EARLETON SHORES PB 43-80 ' LOTS 7 & 8 BLK 4 LOT SIZE 186.980X 150 0R,16863-2142 07951 . FR . 1u3: uRAL ,Ex3OUj g�ipp�` pC B i~ x' [`f.��L.I°i�1:21\ti s""`+E"air APPROVAL NAME DATE SCALE: DATE: DRAWN BY: CHECKED BY: 240 12.20.2017 WRT MW Morrison\Docks\9767 240 SP ,,llllrrrrrrii c\ V.V. % ;: � • `GE N S E "•.e Z. No53 ; :w- -O SA-S`cF : = PAGE: 1 of for.... ' „ SS uji) • ""F P.E. ''rrIr,0CC-1$t#53895 PREPARED FOR : Morrison Contractors 3000 SW 26 Terrace Dania Beach, Florida 33312 (954) 583-8500 Fax: (954) 766-4505 Project: Dock Replacement Angelo Napolitano 9767 NE 13 Ave Miami Shores, Florida 33138 6810 North Slate Road 7 Coconut Creek. FL 33073 954-617-8143 VWWJ. MwEngineering.net rrrrr Q LOT 9 BLOCK 4 0 o fri 1.4'X1.4 X3' COLUM (TYP) 88' ON C 63' h 31.44 GATE 6' CBS WALL A/C ON CONC 44.65' a -rrrrrr=rrrrrrrr-N ; -rrrrrrr°-rrrrrrrrrrrrr -rrrrrrr''-rrrrrrrre4- -rrrrrrr� rrrrrrrf-rrr- -rrrrrrrr rrrrrr in-rrrr -rrr rsme'rrrr —rr rr -rrr- -66't -rr err rr -rr rrrrrrrrrrrrrrrrr d:rrrrrrrrrrrrrrrr -rro:rrrrrrrrrrrrrrr .rrrO rrrrrrrrrrrrr rrr rrrrrrrrrrr 36:80' rr 18. 0 rt r I rrrrr rrrr rrrrr rrrrr rrrrr rrrrrr rrrrrr rrrrr rrrrr rrrrrr rrrrrr rrrrr rrrrr rrrrr rrrrr rrrrr N POOL 47' 53' • 7:85- 0 LOT 8 BLOCK 4 ---25:10' 2,3 30' 1..3 Ii 1 tt� ONE STORY REtIDENCE l 9767 .34120' 54.35' f --- ALEPLRCN 25' i 2X2X.3'_ cOLUMI () i 1 -rr'rrrr �L-rrr"rrrrr-rr-r rrrrrr rrrrrrr rrrrr ✓ rrr rr. �7LE_r r.5' ae-r r rrrr rrrrr�1ttrrr-rr'rr rrr1Y'rrr' 6' Da Limits of Railing 35' 52' LOT 7 BLOCK 4 STEP 130' D 1.143 12 10', In cri ru .o0' r LOT 6 BLOCK 4 - ON re 5' CBS WALL (TYP) ---ON h,' RECEIVED FEB 0 7 2018 DERM Coastal ResoyrSection `natural Resources Regutaapgg4Restoraborl.. • • ipvaoi •..:;;vision (NRRRD). • . • • • .. • to••• • • ... .... • .. •• • • • .• • • •. • • • .• • •• .. • • • • •• • • • • • •• • •• •. •• • Legal Description EARLETON SHORES PB 43-80 LOTS 7 & 8 BLK 4 LOT SIZE 186.980X 150 OR 16863-2142 07951 5.00' U.E: NR Biscayne Bay New Wood Dock 8' / / (4) Existing Wood Mooring Piles To Remain / / Site Plan (Proposed Conditions) Scale: 1 ° = 20' ri71C;P▪ �teJ 3db47'Lt.E"ad�t'2: PROV aL P. Existing Seawall, Cap and Rip Rap To Remain rafEett PAGE: 2 of 6 .• • • • • • SCALE: DATE: DRAWN BY: o i I.�ac�fp 24B�SP ' •a•ee•• . 4SE '• '-•' •� •v ( N'• aw : P� . --- s Q �' •.eee F L O`'. _,� ,SESSION PREPARED FOR : Morrison Contractors 3000 SW 26 Terrace Dania Beach, Florida 33312 (954) 583-8500 Fax: (954) 766-4505 Project: Dock Replacement Angelo Napolitano 9767 NE 13 Ave Miami Shores, Florida 33138 MARK E. WEBER, P.E. LICENSE #53895 240 12.20.2017 WRT MW 6810 North State Road 7 Coconut Creek, FL 33073 954-617-8143 'MMN. MwEng i neerin g. net • 11'-4" 8' 3x8 Cross Bracing Pile Set — Limits of Railing 63' 3x8 Cross Bracing Pile Set — 6' max Limits of Railing RECEIVED FEB 0 7 1018 DERM Coastal R `natural Resources Reg ltgon fcQi• • CA/on (NR D estorat••• •• • )• • I t, 4I 35' 11'-4" 11 f-4" Steps Lower Dock Section (+) 3'-2" above MHWL 9'-7" 3x8 Cross Bracing ® Pile Set 8 (19) Existing 12" Wood Dock .Piles To Remain 6"1 B ) 8' 1" 2 3x8 Cross Bracing ® Pile Set 2x2 Wood "Strips" ® 1" Spacing with (1) /8 x 3" S. S. Screw per Stringer (Lower Dock Section ONLY) 3x8 Cross Bracing 0 Pile Set Limits of Railing 9'-7" 1. 9'-7" 9'-7" 1 x6 Azek Wood Decking 'with (2) 18 x 3" Stainless Steel Screw per stringer 2. 2x8 Stringers ® 16" Max Spacing 3. 2x12 Substringers with (2) g Thru Bolts Per Pile 4. 2x8 Substringer with (2) g Thru Bolts Per Pile 5. 2x8 Substringer with (2) g x 6 Lag Bolts Into Drop Hanger 6. 4x10 Drop Hanger with (2) g x 8 Wedge Anchors Into Exisiting Seawall Cap 7. 4x4 Rail Post ® 5' Max Spacing with (2) Carriage Bolts Into 2x8 Stringers 8. 2x8 Stringer ® Piling attached with (1) g x 6" lag bolt to piling City of Miami Shores Reflectors every 20' and on Mooring Piles Light at end of Dock Framing Plan Scale: 3/1 = 1 '-0" Limits Hof Railing 16' (Ramp) 8' Existing Seawall, Cap and Rip Rap To Remain A RER - NATURAL RESOURCES DIVISION' PRELIM{ A Y APPROVAL NAME DATE • • • • • • • - •••- -- •• •- • • • • • • • - •• • • • • • •• . • • •• • • - • • •• •• - • •- •• • - • • - • 4 •• • • • - . - • • • • • • • • • PAGE: 3 of 6 SCALE: DATE: DRAWN BY: CHECKED BY: Morrison\Docks\9767 Framing 64 12.03.2017 WRT MW PREPARED FOR : Morrison Contractors 3000 SW 26 Terrace Dania Beach, Florida 33312 (954) 583-8500 Fax: (954) 766-4505 Project: Dock Replacement Angelo Napolitano 9767 NE 13 Ave Miami Shores, FI 33138 `,,1t,111,p , •E B ER N SE •••d 2• •Z_ A •• N o 0 ,p ••F10�; , SS0, ILIAf4QB.mtgR, P.E. LICENSE #53895 6810 North State Road 7 Coconut Creek. FL 33073 954-617-8143 WW W.MwEngineering.net • • 6" 25' (nts) (2) Existing 71 Wood Mooring Piles (2) Existing Wood Mooring Piles 5' MHW 1.74 NGVD MLW (—) 0.42 NGVD (19) Existing 12" Wood Dock Piles To Remain it 11 Limits of Railing Two (2) rows of 1 i"0 nylon rope 63' 2x6 Top Cap 3x8 Cross Bracing Pile Set with (1) — — — — — x 6" Log Bolt Per Pile 11'-4" 35' ---- 1 1'-4" MHW 1.74 NGVD 2 u Section B-B Scale: 3/16" = 1 '-0" 11'-4" Lower Dock Section (+) 3'-2" above MHWL 12" 7�n --- 6" 2x12 stair stringers ® 24" max spacing T Section A -A Scale: 3/16" = 1'-0" 2x2 Wocd "Strips" ® 1" Spacing with (1) #8 x 3" S. S. Screw per Stringer (Lower Dock Section ONLY) NA LIF:A ;.i �r CE DiViSiON .9 � APPROVAL uvi. NAAFI Uj 6 DAT E Limits of Railing 3.1' Existing Seawall, Cop and Rip Rap To Remain LJ 1x6 Azek Wood Decking with (2) #8 x 3" Stainless Steel Screw per stringer 2. 2x8 Stringers ® 16" Max Spacing 3. 2x12 Substringers with (2) Thru Bolts Per Pile 4. 2x8 Substringer with (2) Thru Bolts Per Pile 5. 2x8 Substringer with (2) x 6 Lag Bolts Into Drop Hanger 6. 4x10 Drop Hanger with (2) g x 8 Wedge Anchors Into Exisiting Seawall Cap 7. 4x4 Rail Post ® 5' Max Spacing with (2) Carriage Bolts Into 2x8 Stringers 8. 2x8 Stringer CO Piling attached with (1) x 6" lag bolt to pilin • • • • • •• • • • • • • • • 42 ; • • •• • • • • .•• .• • • • .... ..• . . • . . • • •• • • . • • • •• .. . •• . •• . • • • • .• . • . . •. • CEIVED FEB 0r 2018 DERM Coastal Resources Section Natural Resources Regulation & Restoratio Division (NRRRD) .' • • PAGE: 4 of 6 • SCALE: DATE: DRAWN BY: CHECKED BY: Morrison'Docks\9767 Framing 64 12.03.2017 WRT MW PREPARED FOR : Morrison Contractors 3000 SW 26 Terrace Dania Beach, Florida 33312 (954) 583-8500 Fax: (954) 766-4505 Project: Dock Replacement Angelo Napolitano 9767 NE 13 Ave �� Miami Shores, FI 33138 & �s o ',`G QC� • o • SAP 0:•.'_Z ,p F L --------.• t 14'SS1oN MAI t °1JEBER, P.E. LICENSE #53895 h 6810 North State Road 7 Coconut Creek, FL 33073 954-617-8143 VWVW. MwEngineering.net • • •..• . • •• 4" min MHW 1.74 NGVD MLW (—) 0.42 NGVD 2? Existing 12" Wood Dock Piles To Remain New 4x4 wood rail post with 2x6 top cap 8' 42" 8' Dock Section G" 4' 1171 3 Hurricane Strap Simpson "Strong —Tie" HTS16 Florida # FL538 3x8 Cross Bracing ® Pile Set with (1) x 6" Lag Bolt Per Pile A 0 0 oQ 0 0 0 min 0 0 0 0 0 0 Drop Hanger Detail 0 to 0 0 2 5 4' 0 4' Dock Section 4 New 4x4 wood rail post with 2x6 top cap Thru Bolts center of piles Existing 12" Wood Dock Piles To Remain 3x8 Cross Bracing Pile Set with (1) x 6" Lag Bolt Per Pile (Where Noted On Framing Plan) x 6" Lag Bolt to Piling, see framing plan for stringer location Pile Connection Detail 1. ix6 Azek Wood Decking with (2) /8 x 3" Stainless Steel Screw per stringer 2. 2x8 Stringers @ 16" Max Spacing 3. 2x12 Substringers with (2) Thru Bolts Per Pile 4. 2x8 Substringer with (2) Thru Bolts Per Pile 5. 2x8 Substringer with (4 x 6 Lag Bolts Into Drop Hanger 6. 4x10 Drop Hanger with (2) x 8 Wedge Anchors Into Exisiting Seawall Cap 7. 4x4 Rail Post ® 5' Max Spacing with (2) Carriage Bolts Into 2x8 Stringers 8. 2x8 Stringer ® Piling attached with (1) x 6" lag bolt to piling Hurricane Strap Simpson "Strong —Tie" HTS16 Florida # FL538 • • • •• • •••• • • s • •• •• •••• • •• • • • • • • •• • •• • • • • • •• • • • • • •• • REG�IirD �8072018.�. •4 •••• • • • • • DERM Coastal Resources Section a Resources Regulation & Restoration iA'RRRD) xri 1 R.'\R-. f +i\it510:,' VA,7,1E DATE 2 A8 • .••• • • •.••• •• • • • PAGE: 5 of 6 SCALE: DATE: DRAWN BY: CHECKED BY: Morrison \Docks\9767 FP 48 48 12.03.2017 WRT MW ,`,,, It,,,,,,'' BER ' E',. ••'S E • :tee ..1o. PREPARED FOR : Morrison Contractors 3000 SW 26 Terrace Dania Beach, Florida 33312 (954) 583-8500 Fax: (954) 766-4505 Project: Dock Replacement Angelo Napolitano 9767 NE 13 Ave Miami Shores, FI 33138 •us= •z- '.. •S�• �o�%== o ' Qra • -' •••••FL••• �`", ' dlN K4B. 0�8. P.E. LICENSE #53895 6810 North State Road 7 Coconut Creek, FL 33073 954-617-8143 VWVW. MwEngineering.net • , GENERAL NOTES: 1. Construction to follow the Florida Building Code 6th Edition (2017) and amendments as applicable and all Local, State and Federal Laws. 2. Licensed contractor shall verify the existing conditions prior to the commencement of the work, Any conflicts or omissions between existing conditions or the various elements of the working drawing shall be brought to the attention of the Engineer prior to the commencement of the work. The Licensed Contractor arld all subcontractors are responsible for all lines, elevations, and measurements in connection with their work. 3. Do not scale drawings for dimensions. 4. Any deviation ord/or substitution from the information provided herein shall be submitted to the Engineer for approval prior to commencement of work. 5 All unanticipaited or unforeseen demolition and/or new construction conditions which require deviation from the plans and notes herein shall be reported to the Engineer prior to commencement of work. 6. All new work and/or materials shall conform to all requirements of each administrative body having jurisdiction in each pertaining circumstance. Z All new materials and/or patchwork shall be provided to match existing materials and/or adjoining work where practical except as specifically noted herein. 8. Licensed Contractor to shall use all possible care to protect all existing materials, surfaces, and furnishings from damage during all phases of construction. 9. Licensed Contractor to verify location of existing utilities prior to commencing work. 10. The Licensed contractor to install and remove all shorin j and bracing as required for the proper execution of the work. 11. Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal agencies. WOOD DOCK NOTES: 1. All materials to be pressure treated pine unless otherwise noted. 2. All frame . work materials to be grade #2. 3. All Decking materials to be grade If unless otherwise noted. 4. A/I hardware to be Stainless Steel unless otherwise noted. PILE DRIVING: 1. Pile driving operations shall be observed by a special inspector, including test piles sufficient to determine the approximate length required to meet design capacity. 2. Piles shall be driven using an approved cushion block consisting of material so arranged so as to provide the transmission of the hammer energy. 3. Piles shall be driven to required capacity a minimum of 8' into berm. 5. Piles shall be driven with a variation of not more than 4 inch per foot from the vertical, or from the batter line indicated, with a maximum variation of the head of the pile from the position shown on the plans of not more than three inches. 6. Where piling must penetrate strata offering high resistance to driving, the structural engineer of records or special inspector may require that the piles be set in pre -drilled or punched holes. The piles shall reach their final penetration by driving. 4. Piles shall be driven with a drop hammer or gravity hammer provided the hammer shall weight per•• no less than 3,000pounds, and the fall of the hammer shall not exceed 6'. ''iatural GOa.35 egulaReAptrcas Rection f: texas Regul9ti�n & Restoration • • • • P?'i6+on (NRRRB) • • • . . • ..••• • • PILE NOTE: 1. Wood piles to be 2.5 lb. CCA treated in accordance with AWPA standard C18. 2. Wood piles shall be driven to a minimum bearing capacity of 10 tons. 3. Wood piles shall be a minimum diameter of 12". 4. Concrete piles shall attain 6000 psi compressive strength in 28 days. 5. Concrete piles shall be reinforced with four -"0 to -lax strands, 270 kips, 6. Concrete piles shall be 12 x12" square, minimum length of 20. 7. Concrete piles shall be driven to a minimum bearing capacity of 10 tons. • •••• • • ••.. �.► avE • • • • • • • •4•••• •••FEOx°,0$. ' • • • • • • • • • •• • • •• • • • • •• • NAME y and /5 spiral ties. .. • PAGE: 6 of 6 SCALE: DATE: 48 12.03.2017 DRAWN:: WRT CHECY: `tttttt� Nieuli Flit Ap Va /'t" :,\`e!i•...el .� . d- , h5043 ' ; y I_ `t: *o• • Z_ -- NQ, FCNN ESS14 'i,1,,,,,,40' PREPARED FOR : Morrison Contractors 3000 SW 26 Terrace Dania Beach, Florida 33312 (954) 583-8500 Fox: (954) 766-4505 Project: Dock Replacement Angelo Napolitano 9767 NE 13 Ave Miami Shores, FI 33138 MARK E. WEBER, P.E. LICENSE #53895 6810 North State Road 7 Coconut Creek, FL 33073 954-617-8143 WWVV. MwEngineering.net • •