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WSW-18-3257Permit No.: WSW-10-18-3267 Miami Shores Village Permit Type: Retaining Walls/Seawalls 10050 NE 2 Ave Miami Shores FL 33138 Work Clossiftcatfon -6Repair 305-795-2204 1Permit Status: Approved 20191 Expiration: 12/04/2019 Location Address Parcel Number 1569 NE 104TH ST, Miami Shores, FL 33138 1122320320160 cnntacts ALAIN & CARLY GONZALEZ Owner CONTOUR MARINE INC Contractor 1569 NE 104 ST, MIAMI SHORES, FL 33138 JASON GEORGE KLEIN Mobile: 7862779756 1040 ADAMS ST, HOLLYWOOD, FL 33019 Business: 9548499186 Description: SEAWALL REINFORCEMENT WITH BATTER PILES Valuation: $ 32,000.00 Inspection Requests: AND NEW CAP. NEW TIMBER BOAT DOCKj � 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $19.20 DBPR Fee $14.40 DCA Fee $9.60 Education Surcharge $6.40 Permit Fee $910.00 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Structural Review ($90) $90.00 Technology Fee $24.00 Total: $1,212.60 Building Department Copy Payments Date Paid Amt Paid Total Fees $1,212.60 Credit Card 06/07/2019 $1,162.60 Credit Card 10/24/2018 $50.00 Amount Due: $0.00 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 cons tru . n and-zeain . Futheauthorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date June 07, 2019 Page 2 of 2 Miami Shores Villa e RECEIVED �I� g � Building Department QLP4-1 OCT2410i8 0.- V. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 L INSPECTION LINE PHONE NUMBER: (30S) 762-4949 �f FBC20IA BUILDING Master Permit No. WSW S2S PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1569 NE 104 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2232-032-0160 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ALAIN GONZALEZ Phone#: 786-277-9756 Address:1569 NE 104TH STREET City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: N/A Pho T #: Email: 161 b � EQ OS S M51ke CONTRACTOR: Company Name: CONTOUR MARINE, INC. Phone#: 954-849-91869[QrYl Address: 1040 ADAMS STREET City: FT LAUDERDALE, FL State: FL Zip: 33010 Qualifier Name: JASON KLEIN Phone#: 954-849-9186 State Certification or Registration #: E-1700508 Certificate of Competency #: DESIGNER: Architect/Engineer: LUIS ROSAS-GUYON, PE Phone#: 305-386-3858 Address:11401 SW 40TH STREET, # 245 City: MIAMI State: FL Zip: 33165 Value of Work for this Permit: $ 32,000.00 Square/Linear Footage of Work: 75 LF / 250 SF Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: SEAWALL REINFORCEMENT WITH BATTER PILES AND NEW CAP. NEW TIMBER BOAT DOCK Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 approved and a reinspection fee will be charged. Signature /�C/�ir° 4 Signature \ 1 OWNER or AGENT The foregoing instrument was acknowledged before me this day of 20 ( O , by ALAIN GONZALEZ wh is personal) o me or who has produced identification and who did take an oath. NOTARY PUBLIC: f Sign: Print: Seal: MY COMMISSION N FF 935184 ^; 'a EXPIRES: November 22, 2019 "A Bonded Thru Notary Public Underwriters *************** APPROVED BY (Revised02/24/2014) CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 by JASON G. KLEIN w is personally kn as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: MY COMMISSION N FF 935184 `x •=a EXPIRES: November 22, 2019 Bonded Thru Notary Public Underwriters as 6 f// Plans Examiner ` Zoning r Structural Review Clerk 10/24/2018 Property Search Application - Miami -Dade County RAISER 0 0 FFICE Y THE i� TY P 0, " I PER"" A P Summary Report Property Information Folio: 11-2232-032-0160 Property Address: 1569 NE 104 ST Miami Shores, FL 33138-2665 Owner ALAIN GONZALEZ CARLY GONZALEZ Mailing Address 1569 NE 104 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 2 Living Units 1 Actual Area 4,580 Sq.Ft Living Area 2,911 Sq.Ft Adjusted Area 3,296 Sq.Ft Lot Size 8,925 Sq.Ft Year Built 1967 Assessment Information Year 2018 2017 2016 Land Value $477,544 $477,544 $339,136 Building Value $339,735 $342,290 $271,426 XF Value $26,917 $27,117 $27,317 Market Value $844,196 $846,951 $637,879 Assessed Value $746,945 $731,582 $347,317 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $97,251 $290,562 Portability Assessment Reduction $115,369 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Senior Homestead Exemption I $50,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description RIVER BAY PARK ADDN PB 40-72 LOT 17 BLK 3 LOT SIZE 75.000 X 119 OR 13018-2636 0986 4 Generated On : 10/24/2018 Taxable Value Information 20181 2017 2016 County Exemption Value $50,000 $50,000 $100,000 Taxable Value $696,9451 $681,5821 $247,317 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $721,945 $706,582 $322,317 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $696,945 $681,582 $297,317 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $696,945 $681,582 $297,317 Sales Information Previous Sale Price, OR Book -Page Qualification Description 11/22/2016 $1,050,000', 30341-3921 Qual by exam of deed 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 COUNTY Department of Regulatory and Economic Resources Coastal Resources Section 701 NW 1st Court, Suite 400 Miami, FL 33136-3912 305-372-6575 Class I Construction Permit Permit Number: CLI-2018-0169 DERM Project Manager: Tammy Burton Permittee Alain Gonzalez 1569 Northeast 104th Street Miami Shores, Florida 33138 (786) 277-9756 Bond Performance Bond: N/A Mitigation Bond: N/A BBEETF Contribution: N/A Issue Date: 06/07/2019 ST Work Expiration 06/07/2021CJI( Date: Contractor Contour Marine, Inc. 1040 Adams Street Hollywood, Florida 33019 License No. CGC1521764 Phone No. (954) 849-9186 Engineer Luis Rosas-Guyon, P.E. * 13725 R.G.E. Consulting Services, Inc Phone No: (305) 386-3858 THE ABOVE NAMED PERMITTEE IS HEREBY AUTHORIZED TO PERFORM THE WORK SHOWN ON THE APPLICATION AND APPROVED DRAWINGS, PLANS, AND OTHER DOCUMENTS ATTACHED HERETO OR ON FILE WITH THE DEPARTMENT AND MADE PART HEREOF, SUBJECT TO THE ATTACHED GENERAL AND SPECIFIC CONDITIONS. Plans Entitled: job name: GONZALEZ RESIDENCE .... 1569 NE 104TH STREET '••••' ••••.. MIAMI SHORES, FL • • title: SEAWALL REINFOREMENT AND ...... .. . .. .... NEW TIMBER BOAT DOCK/ DECK •••�•• • Date Signed and Sealed: 10/22/2018, •�•' '•" ""' 11/8/2018, •••••• ••� ••••• •• •• •� •••••• 05/31/2019 Project Location: . . . . ...... 1569 Northeast 104"' Street, Miami Shores Project Description: Removal of the existing unauthorized davit, davit pad, dock, arfd�Ssociated support piles. The existing seawall cap will be notched to allow for batter pile installation. • Installation of 9 concrete batter piles and 75 linear feet of concrete seawall cap located between 0 and 75 linear feet from the west property line. The seawall cap will measure 3 feet wide by 1.8 feet high and extend a maximum of 2 feet waterward of the wetface of the existing seawall. THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CLI-2018-0169 Page: 1 of 7 • Installation of a 5 foot wide by 55 foot long (275 square foot) marginal wood dock located between 10 and 65 linear feet from the west property line. The dock will be supported by 6 new wood piles and have decking extending over the seawall cap. . . .... ...... ...... .. . ....% .... .... . . .... .... ..... . ..... •.. . ..... .. .. .. ...... . . . . ...... . ...... .. . . .. . . 0*00 THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CLI-2018-0169 Page: 2 of 7 Specific Conditions 1. The existing unauthorized structures must be removed and properly stored in accordance with Federal and State regulations upon permit issuance and prior to the start of work. 2. Please be advised that the federal government has designated all or part of the subject property as critical habitat for one or more endangered species. You are not authorized to commence any work or activities pursuant to this permit until you obtain any and all approvals or permits, if necessary, from the federal government pursuant to the Endangered Species Act and from the State of Florida pursuant to Florida law on endangered species. Please be advised that, even after work commences, if Miami -Dade County is advised by the federal government, the State of Florida, or a court that an activity on the subject property is in violation of the Endangered Species Act, in violation of Florida law on endangered species, or in violation of a permit or approval granted by the federal government pursuant to the Endangered Species Act, such violation may result in an immediate stop work order. You are strongly advised to consult with the United States Fish and Wildlife Service and any other necessary federal or state agencies before conducting any work or activities on the property. The Vero Beach office of the United States Fish and Wildlife Service may be reached at (772) 562-3909. Please be aware that the federal government may require certain actions or protections on the property, and this may result in the need to modify the plans for the property. Therefore, it is recommended that you consult with the United States Fish and Wildlife Service at an early stage in the process. In the event that the United States Fish and Wildlife Service advises that your plans for the subject property may result in a "take" of endangered or threatened species, you are strongly recommended to inform Miami -Dade County in writing at the earliest stage possible. See General Permit Conditions General Permit Conditions This permit does not eliminate the necessity to obtain any required federal, state, and local authorizations prior to the start of any activity approved by this permit. This permit is a regulatory approval and does not convey to the permittee or create in the permittee any property right or privilege, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee. In the event that any structure authorized hereunder is determined by a final adjudication issued by a court of competent jurisdiction to encroach on or interfere with adjacent riparian rights, the permittee agrees to either obtain written consent for the offending structure from the affected riparian owner or to remove the interference. 2. This permit shall be kept on -site during all phases of construction. . . .... ...... 3. All work shall be performed in accordance with the above referenced plans and in XppI;dance Vn iv tqe attagca.&. specific and general permit conditions. If a General Condition(s) conflicts with a.Sjfic Condition(s) irk this permit document, the Specific Condition shall be the controlling condition for work autlaorized by this permit.: •' • •: .... .... •.•.• 4. This permit only authorizes the work described in page 1 under Project Description•96oy# addi4w-#al work ir;,•da,.' over or upon tidal waters or coastal wetlands at the property shall require additional•@lae6 I approval-: •••.•. • • • • • • • • 5. Any deviation from the approved plans for this project shall be submitted in vtriting•to D�VN:prior te•i14- commencement of work, and work may not commence without written acknowle:lgeM@nt of 'any deviatigq.4y.: DERM. The contractor and the permittee shall take whatever remedial action is ndc!ess'ary to:Wg.the project • into compliance with the permit and approved plans upon determination by DERM that the stWtbre is not in compliance with such. 6. DERM shall be notified no later than 48 hours and no earlier than 5 days prior to the commencement of the work authorized by this permit, unless otherwise noted herein. The permittee and/or contractor may notify DERM by calling (305) 372-6575 or by submitting the attached Notice of Commencement of Construction via hand delivery, U.S. Mail, or email at dermcr@miamidade.gov. THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CLI-2018-0169 Page: 3 of 7 7. Prior to performing any work, the contractor shall verify the location of all underground and overhead utility lines and verify that no utilities will be damaged by the work. Contact Sunshine State One -Call of Florida at 1-800- 432-4770 or on the web at http://www.callsunshine.com/corp/before/submitting.html for locating underground utility lines. 8. The permittee and the contractor are hereby advised that under Florida law, no person shall commence any excavation, filling, construction, or other activity involving the use of sovereign or other lands of the State, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund or the Florida Department of Environmental Protection (FDEP), until such person has received the required authorization for the proposed use from the Board of Trustees or FDEP. If such work is done without consent, or if a person otherwise damages state land or products of state land, the Board of Trustees may levy administrative fines of up to $10,000 per offense pursuant to the Florida Administrative Code. 9. The permittee and contractor shall obtain all required approvals from all local, state and federal agencies prior to performing the work authorized by this permit. 10. Trimming or alteration of mangroves or work in wetlands other than what is authorized by this permit is prohibited. Work not authorized by this permit or that is not explicitly exempt from permit requirements pursuant to the Mangrove Trimming and Preservation Act (403.9321-9334 F.S.) shall require additional Class I approval. 11. For any work involving mangrove trimming or alteration, if the subject Class I permit is revoked by DERM, or the state statute providing the exemption is modified or eliminated, the permittee shall be required to obtain a new permit from DERM prior to mangrove trimming or alteration. 12. All work authorized by this permit shall be performed by the contractor and/or subcontractor holding an applicable certificate of competency and shall be licensed in Miami -Dade County or the State of Florida to perform such work. Any work which is subcontracted shall require that the permittee and contractor (i.e. the contractor who is listed on this permit) notify the project manager at DERM at (305) 372-6575 or by email at dermcr@miamidade.gov a minimum of 72 hours prior to the subcontractor performing any work. Notification shall include the name of the subcontractor performing the work, the subcontractor's Miami -Dade County license number or state general contractor license number, and scope of work. Failure to comply with this condition is a violation of the Class I permit and may result in enforcement action DERM. 13. The contractor shall not store or place, even on a temporary basis, construction or demolition debris in tidal waters or wetlands and shall take all necessary precautions to prevent construction or demolition debris from falling into the water or adjacent wetlands. Any debris that falls into the water and/or adjacent wetlands shall be removed immediately. Construction and demolition debris shall be disposed of in accordance with all federal, state and local regulations. •000 14. Turbidity controls (including but not limited to turbidity curtains) shall be implemented whenevef•k4gitle p4wie& are present to ensure compliance with the water quality standards stipulated in Section 24-42Qtg4the Code of Miami -Dade County. Turbidity controls shall be employed and maintained around'Wtocatiormhere work•'"• actively occurring in the most effective manner possible to prevent turbidity from 2kt'"ng beyond the cgrltrgl,; mechanism in place. .... .... ..... 15. Turbidity may not exceed 0 Nephelometric Turbidity Units (NTU) within the Aquatic* pofesarve o'r2 4rU ou go£ iW of the Aquatic Preserve, above background beyond the turbidity control device or.46 feet from�any pol* 00 discharge. Turbidity levels shall be monitored. If the turbidity levels exceed the above;tardard§, allp onstr ctid6 00 shall stop and additional turbidity controls shall be implemented. Work shall not resume until tbew_" ractoj has implemented adequate turbidity control methods and has received authorization'f;Qrh PERK to.recomnVim: work. At DERM's discretion, turbidity samples may be required to be collected in accordance'WM,Section 24- 44.2(3) of the Code of Miami -Dade County. 16. Environmental controls and best management practices shall be implemented to prevent any materials related to construction from entering the surrounding water. Any material removed as well as material applied to accomplish repairs must be contained so as to prevent fugitive particulates and/or discharge to surface waters. Any materials which fall into the water shall be removed immediately. The contractor shall ensure that no material is placed in the water either temporarily or permanently. THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CLI-2018-0169 Page: 4 of 7 17. If any work or activity associated with this project is to take place in navigable waters, the contractor shall instruct all personnel associated with the project of the potential presence of manatees and the need to avoid collision with manatees. All vessels associated with the project must operate at "Idle Speed/No Wake" at all times while in water where the draft of the vessel provides less than a 4 foot clearance from the bottom. Additionally, all vessels will follow routes of deep water whenever possible. All in -water construction activities shall cease upon the sighting of a manatee(s) within 50 feet of the project area and will not resume until the manatee(s) has departed the project area. Any collision with and/or injury to a manatee shall be reported immediately to the "Manatee Hotline" (1-888-404-FWCC), the U.S. Fish and Wildlife Service, Jacksonville Field Office (904) 791- 2580, and DERM (305) 372-6864. 18. The contractor shall ensure that all vessels associated with the construction shall operate within waters of sufficient depth so as to preclude bottom scouring or prop dredging and shall maintain a minimum of 1 foot of water between the vessel bottom and submerged aquatic resources. 19. The contractor shall ensure that there are no impacts to seagrass, hard corals, or soft corals as a result of construction operations, such as, but not limited to, propeller scouring; and vessel or barge anchoring, grounding or spudding. The marine contractor and permittee shall be held jointly liable for any of these unauthorized impacts. For any impacts caused by the construction operation, DERM shall require, at a minimum, restoration and mitigation. 20. For the purposes of this permit, "vessel' is herein defined as any craft designed to float or navigate on water, including but not limited to: sailboats, powerboats, rowboats, boats, ships, skiffs, houseboats, personal watercraft and inflatable boats. 21. Pursuant to Section 24-48.10 of the Code of Miami -Dade County the work or structures authorized under this permit shall be privately maintained by the permittee, his successors and assigns. Whenever, in the opinion of the Director of the DERM, said work or structures are not maintained in such a manner so as to prevent deterioration to the extent that they become a hazard to the public or to navigation, or create an obstruction of flow, or prevent access for drainage maintenance purposes, or may damage adjacent property, then the owner is required to perform any necessary remedial work. 22. Unless otherwise authorized in this permit and pursuant to Sections 24-48.23 and 24-48.24 of the Code of Miami -Dade County, the installation or construction of non -water -dependent floating or fixed structures (e.g. covered structures, canopies, helicopter pads, commercial signs, etc.) is prohibited in, on, over or upon any of the tidal waters of Miami -Dade County and constitutes a violation of this permit. Failure to comply with this condition may subject the permittee to enforcement action without further warning. 23. A DERM Class II permit is required for the construction, installation, and/or alteration of any outfall or overflow system in, on, under or upon any water body of Miami -Dade County. In addition, a DERM C"V permit is required for any dewatering of groundwater, surface waters or water, which has en4ered.into an excavation.T". contractor shall contact the Water Control Section of DERM at (305) 372-6681 in•order%to obtaicea Class II or Class V permit prior to the construction of any outfall or overflow system and prior tv en7•dewaterirvg activity.•...:. 24. The time allotted to complete the work for which this permit has been issued F�VrbB limiwtd.the period • stipulated on the permit unless an extension of time is granted pursuant to Sectioft'24-48.9(2r6fthe Cod2,ala, Miami -Dade County. Applications for extensions of time shall be submitted to DERIGI'V fist 30'ddys:prior tb'thtf date of permit expiration; incomplete or untimely applications for extensions of•time will be retJ?hed t6*fhV.* permittee. • . . . . ...... 25. An application for Transfer of a Class I permit may be filed with DERM at any time prLgr•to;the tr�nsf�er of propefiry ownership up to 120 days after the date of transfer of fee simple ownership of the property thatill4e subject of the permit. The Application for Transfer must be signed by both the transferee and transferor. Applications for Transfer shall be filed in the form prescribed by DERM and shall not be processed if the filed Application for Transfer is not fully complete in all respects pursuant to Section 24-48.18, of the Code of Miami -Dade County within 120 days of the date of transfer of property ownership. 26. If the project involves construction, replacement, or repair of a seawall, the new seawall cap shall be a minimum of 6 inches above the final grade of the uplands immediately adjacent, and in order to prevent positive drainage of stormwater into the waterway, all uplands immediately adjacent to the new seawall shall be graded away from THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CLI-2018-0169 Page: 5 of 7 the waterway. 27. To further reduce the possibility of injuring or killing a manatee during construction, work within portions of the Biscayne Canal, Little River, and the Coral Gables Waterway shall be performed only between May 1 and November 15. 28. A minimum of 1 foot of clearance shall be maintained at all times between the submerged bottom, and any existing benthic resources, and any vessels moored at the property. 29. Adequate clearance shall be maintained at all times between the submerged bottom, and any existing benthic resources, and any vessels moored at the property, such that there are no impacts to State or County water quality standards, even on a temporary basis, or to benthic resources or the submerged bottom, including but not limited to bottom scouring or prop dredging. 30. If railing is required to be installed pursuant to this permit, it shall be installed within 30 days of completion of the permitted work, and prior to the use of the structure(s) authorized by this permit, including the mooring of vessels. 31. A performance and/or mitigation bond may be held to ensure compliance with the aforementioned conditions and the completion of any required mitigation. Failure to comply with any of these conditions may result in the revocation by Miami -Dade County of all or a portion of the bond without further notice. 32. Pursuant to Section 24-48.3.(9), the use or installation of unencapsulated polystyrene as defined in Section 24-5 shall be prohibited in connection with any work requiring a Class I permit. Pursuant to Section 24-48.221, for all facilities which are subject to a County marine facilities operpting permit pursuant to this chapter, such permit shall require the removal, replacement or repair of any unencapsulated polystyrene where such polystyrene shows evidence of degradation, disintegration, shredding, or other damage, as determined in the discretion of the Director. •••••• Y• • •••••• • Y••••• • •••• •••• • • • • • •••• Y••• ••••• • •• •• •• •••••• • •••••• • • • • • • •••••• •••••• • • • • •• • • •• • • • • • THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CLI-2018-0169 Page: 6 of 7 ■ R . . COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES COASTAL RESOURCES SECTION 701 NW Vt Court, Ste 600, Miami, FL 33136 Phone 305-372-6575 Email dermcr@miamidade.gov NOTICE OF COMMENCEMENT OF CONSTRUCTION PERMIT NO.: PERMITTEE'S NAME: PROJECT LOCATION: PERMIT ISSUANCE DATE: CONTRACTOR NAME: PROPOSED DATE OF COMMENCEMENT: ANTICIPATED DATE OF COMPLETION: COMMENTS: *see • .... •..... ••.• •... • • • •••• •••. ... .• •• •• •••..• • • •• • • •• .••• THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CLI-2018-0169 Page: 7 of 7 PROPOSEDISITE PLAN: SCALE: 8" - I ' NOV 0 9 2018 NATURAL RESOURCES DIVISION EPARTMENT OF REGULATORY �ND ECONOMIC RESOURCES P.T. 4" X 4" TIMBER POST W/ 24"D X 18"W CONC. _ FOUNDATION (TY!") I _ NINE - PRECAST 1 2" SQ. CON RETE BATTER PILES W/ 5,000 PSI MIN. CO CRETE 4-16" DIAMETER 270 KSI ASTM 1A I G LOW -LAX — STRANDS W/ 2" MIN. CONCRETE C DVER TO TIES. PILES TO BE DRIVEN 10 A MINIMUM PENETRATION OF 1 2'-0" INTO FIRM MATERIAL OR G'-O" MIN. INTO CORAL ROCKI OR REFUSAL. NEW 1 2" O TIMBER DOCK SUPPORT PILES. (TYP.) W/ 1 2' MIN PENETRATION INTO FIRM MATERIAL. (1 5 TO BEARING CAPACITY). P ES TO BE CUT OFF + ABOVE DECK. OI / Ln r zP.T. 2xG" (OR TIMBERTECH COMPOSITE) DECKING FASTENED TO STRINGERS / W/2#IOx3"'55DECK SCREWS @ E.A. SUPPORT. DECKING TO EXTEND OV SEAWALL CAP. 7 5'-0" INLAND CANAL- P.T. 2"x 1 0" STRIN ERS @ I G" o.c. (MAX) FASTENED TO HEADERS W/ 14" GA V. HURR. STRAPS (USP KT STRAP, UPLIFT CAP. 905#, NOA: O 1 -09 1 2.05) w/ 5- 1 Gd GALV. NAILS EA. END (TYP) nr-rx • ry, PRE NAME DATE P.T. �"x 1 2" X 20" LONG HAN R TYP. U.O.N. FAST NED TO SEAWALL CAP W/ (2 1 " S.S. WEDGE ANCHORS BOLTS BY SIMP ON INTO SEA WALL CAP. DT. U.O.N. RESCL.R E+r S - 10'-0" 4 5'-0" 10'-0" I 1 1'-3" P. N P.T. 2" x I" HEADERS A NEW 3'-0" WIDE x 22" — — — — — — — — — — PLAN CONC. SEAWALL CAP W/ #4 TIES @ 7" O.C., PLUS _ #4 TIES EA. SIDE OF EA. DECK -I (�G POOL DECK RbIvlAlfd.IA VEC .A A 4% . . . .. . + •r .e Q. a •• .• •. •. •• 4. • r•;ii'.M1-"-'�a �'�:4 t-= A. a• • 4 • • •• C • • r A. e• .d • a r '.• •. • f. �'. d4 : S f rUC 1 Uf{�'1L �� VI V I 4. *4: .• d • i .. • • ..:4 .a . "'• • • .. 1AP ROVC-c) --� DATEG�I—� / F=- ��:. _ tvliam' ; v'i' �-o 4 Ply— DATE �PPROVED 7CN'ING DEPI P'_DG DEPT ____ LUIS ROSAS-GUYON -,U3.ECTTOCOP.1<< \': EJJ;HALL FcOCON �0. EB-00 �0 /4035 1 1 401 S.W. 40 Sr., SUITE 245, hllAMl, FL. 33 7 83 PHONE:(305) 386-3858 FAx:(� 05) 553-0950 WWW.RGECS.COM u o a rn c y i • •a • . Z. zo cin . — ...... Fs+ 0 E • IZ U Qo ww Z�C w U �O U wow �O N _ O w a-/ JjUj EL/w Qz_ -m o0 L� o Y N r ONO N l�D N m Z Z O 0 o°< -o Z N N K ON Z) cy�nam�m zOmU.J O�N! 0B�0- W E E W y y SECTION A (SHEET 5-2): N • • SCALE• ll I I u�La_na = 8 NIGHTTIME REFLECTORS ON • ALL WATERWARD DOCK I SUPPORT PILES. 1 • • NOTE: 3" STEEL CLEAR COVER TO CONC. I NEW 1 2' 0 TIMBER DOCK SUPPORT PILES. (Tl P.) W/ • !� • • 1 2' MIN PENETRATION • • • c •`• INTO FIRM MATERIAL. (I 5 • • � • TON BEARING CAPACITY). • • d • P.T. 2'x6" (OR TIMBERTECH O PILES TO BE CUT OFF + G' • • • • • 3 - 2' X 4' PT TIMBER SLEEPERS COMPOSITE) DECKING FASTENED TO STRINGERS W/ 2 (p P.T. 2'x 101 STRINGERS @ 1 I ABOVE DECK. ••• • • • • • FASTENED TO SEAWALL WITH }' x # I Ox 3? 55 DECK SCREWS @ I G' O.C. (MAX) FASTEN D I • • • • IE• 7 3' STAINLESS STEEL TAPCONS @ E.A. SUPPORT. DECKING TO TO HEADERS W/ 1 4' G LV. I so:* • f--1 �J 0) 24. O.C. EXTEND OVER SEAWALL CAP. HURR. STRAPS (LISPR 16 1 F�•1 • • STRAP, UPLIFT CAP. 9( 5#) I • • ••-� • w/ 5-1 Gd GALV. NAILS A. • • • • 111"��' 4 O, 3 O„ END (TYP) 5 O„ 1 • • 'c NEW 3'-O' WIDE x 22" CONC. SEAWALL 1 jjkTOP OF TIMBER DOCK • • W E • L • W CAP W/ 4#4 TSB, 1 k5 @ EA. FACE S #4 +G'-O' NGVD •• TIES @ 7" O.C., PLUS k4 TIES EA. SIDE P.T. 2' x 10' (OR • • • • OF EA. BATTER PILE. TIMBERTECH COMPOSITE) • • • FASCIA FASTENED TO �i u ; ' SUBSTRUCTURE WITH (2) # I OX 3} 55 DECK SCREWS @ E.A. m SUPPORT. 1 I P.T. 21x 10. I HEADERS I 2- 3/4' 0 STAINLESS ' AS PLAN STEEL THRU-BOLTS W/ P.T. 4' X 4' TIMBER - I I WASHERS. UYP. FOR ALL POST W/ 24'D X } a' • OWN. , I 'W C NC., , ,FOUNDATION 1 DU 9YP.)' � �., . I� \ 'T r Mqx. P.T. 6'x 12' X 26' LONG I z W II L #5 DOWELS @ HANGER TYP. U.O.N. 1 Q a • "•0: . DRILL S EPDXY FASTENED TO SEAWALL W/ I I J z -6 GROUT 12" INTO EXISTING WALL ANCHORS BOLTSDBY INTO 1 U IV W U O \\,�\ SEA WA4. U.O.N. I Z F- w � W p EXISTING CONCRETE SEAWALL WITH T-PILES AND CAP TO REMAIN. `i M.H.W. EL + I'- ' N. 1 .V. I E) _ Iq�N �O /,r//,r//d//d•//.M/.1/ 4 1 I�.) w OL OC � � NINE PRECAST 12' SO. CONCRETE ` , M.L.W. EL -0'-3' N.GIV.D O N _ II_ - BATTER PILES W/ 51000 PSI MIN.- 12 I w O OC "CONCRETE Q Z m S 4-F' DIAMETER 270 K51 ASTM A4 16 LOW -LAX STRANDS W/ 2' 1 R MIN. CONCRETE COVER TO TIES PILES TO BE DRIVEN TO A MINIMUM, I I `• ,L Tz�vi( v O Ln U PENETRATION OF 1 2'-0' INTO FIRM E N Z MATERIAL OR G'-O' MIN. INTO CORAL • ROCK, OR REFUSAL. EXTEND PILE I I APPROVED -^"�•'-"�--••-� c - / STRANDS MIN. I G' INTO CAP. I DAT �--- 1 M.L.W. \ N / ' 0" o N _ id CD aNc9z O 0 O C Q - O O O Z N N Y gcylnam,m WO``�'�—iL-t- �� O O N R O LUIS ROSAS-GUYON P.E. # 1 3725 .�.., CON 0� EB-0004035 Sheet no. IJl G' S-3 1 1401 S.W. 40 ST., SUITE Z45, MIAMI, FL. 33183 PHONE:(305) 3BG-3858 FAX:(305) 553-0950 S/3 # 3 of 5 WWW.RGECS.COM W EE U V N M C C SECTION B (SHEET 5-2): _ mb, �9 3N'J`o•m SCALE: 8" = I °r v�if ma NIGHTTIME REFLECTORS ON ALL WATERWARD DOCK SUPPORT PILES. NEW 12' 0 TIMBER DOCK • • NOTE: 3" STEEL CLEAR COVER TO GONC. SUPPORT PILES. (TYP.) W/ • • • 12' MIN PENETRATION •• • •�a .17 INTO FIRM MATERIAL. (1 5 • • • • • TON BEARING CAPACITY). • • a • PILES TO BE CUT OFF + 0 see* • P.T. POS (OR DECKING b ABOVE DECK. COMPOSITE) DECKING io � • • • • • � • � . P.T. 3'xG' STRINGERS @ 3 - 2' X 4' PT TIMBER SLEEPERS FASTENED TO STRINGERS W/ 2 P.T. 2'x 10' STRINGS @ 10 O.C. (MAX) FASTENED TO SEAWALL WITH ? x # I Ox 34" 55 DECK SCREWS @ I G' O.C. (MAX) FASTEN D I • • • 7 • co FASTENED TO HEADERS 3' STAINLESS STEEL TAPCON5 @ E.A. SUPPORT. DECKING TO TO HEADERS W/ 1 4' G V. • • • • z • W/ 1 2' GALV. HURR. 24' O.C. EXTEND OVER SEAWALL CAP. HURR. STRAPS (USP R 1 G I • w: STRAPS (USP PT 16 STRAP, UPLIFT CAP. 9 Sk) , • • • •-0 STRAP, UPLIFT CAP. NEW73'-0'WIDE x ' CONC. SEAWALL w/ 5-16d GALV. NAILS A.CAP W4 T*-B, 1 #5 A. FACE t #4 C 905#) w/ 5-I 6d GALV. TIES @ 7. O.C., PLUS #4 A. SIDE O" 3'-0" END (fYP) 5 O I • 1�1 c NAILS EA. END (TW) • • OF EA. BA TOP OF TIMBER DOCK • • P.T. 3'xG' HEADERS E. +4'-G" NGVD • • _ • • FASTENED W/ 2- 3/4" 0 STAINLESS STEEL P.T. 2' x I O' (OR • • • = TIMBERTECH COMPOSITE) HRU-BOLTS W/ �a • • TFASCIA FASTENED TO WASHERS. < a i_SUBSTRUCTURE WITH (2) P.T. 4' X 4' TIMBER ( v # OX '.,}' 55 DECK POST W/ 24'D X - } 3 •� MIN. G 3 �1' SCREWS @ E.A. 18W CONC. • SUPPORT. ♦ FOUNDATION (TYP.);� a• MIN. P.T. 3'x 1 O' �`•' I MAX. HEADERS 1 2- 3/4' 0 STAINLESS `T L #5 DOWELS @ AS PLAN I STEEL THRU-BOLTS W/ "•O: . DRILL B EPDXY WASHERS. (FYP. FOR ALL P.T. 3'xG'X I O' LEDGER -G• GROUT 1 2' INTO I HEADER ATTACHMENT). 0 U EXISTING WALL P.T. G'x 12' X 2G' LONG FASTENED TO SEAWALL / HANGER TYP. U.O.N. Q C) CAP WITH TWO x 6' �1/ IC�C FASTENED TO SEAWALL W/ I � / S.S. WEDGE ANCHORS EXISTING CONCRETE SEAWALL WITH lu Z �L BOLTS T-PILES AND CAP TO REMAIN. 4 (2) 3/4' S.5. WEDGE , w W W U • �y%yri♦♦%i��♦%•i♦♦%� ANCHORS BOLTS BY INTO I U d/ O NINE PRECAST 1 2' SQ. CONCRETE SEA WALL. TYP. U.O.N. W W \ / \ BATTER PILES W/ 5,000 PSI MIN. 12 p _ LU .CONCRETE d 4-Ij' DIAMETER 270 KSI N) ~ ASTM A41 6 LOW -LAX STRANDS W/ 2' M.H.W. EL + I'- N. V. Q W MIN. CONCRETE COVER TO TIES 0 PILES TO BE DRIVEN TO A MINIMUM w M.L.W. EL -9-3' N.GIV.D N W 0 W PENETRATION OF 1 2'-0' INTO FIRM I Q Z co MATERIAL OR 6'-O' MIN. INTO CORAL , C Z 5 Q � ROCK, OR REFUSAL. EXTEND PILE I J I lik— ( U!-1,{L �EVIEW O U < ~ ` STRANDS MIN. 16' INTO CAP. BEpm , U W W / \ -4'-O' M.L.W. I / u U) Z APPROVED _-DATE J/ G 0 N 0 N O N 0 T cOLLJ lD N Uj N 0 Z � 0cN � °0 U' Q O F Z N" N N Ifm =1 m In F J W 0 IL/ .2 LUIS ROSAS-GUYON O O O w OU- nQC Qo P.E. # 1 3725 EB-0004035 sheet no. S_4 1 1 40 1 S.W. 40 ST., SUITE 245, MIAMI, FL. 33183 3, �1 PHONE:(305) 3BG-3858 FAx:(305) 553-0950 / / / 4 of 5 WWW.ROECS.COM Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT ;•••�• , . OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER •••••• THE FLORIDA BUILDING CODE :::::: ••:• .... : * . I (We) have been retained by ALAIN GONZALEZ to perform special Iht0dbtor servit;es Wer the Florida Building Code at the GONZALEZ RESIDENCE project on the below 9itttl' Structures :as'of 10/22/2018 (date). I am a registered architect or professional engineer licensed in the State of"o. "" ria� PROCESS NUMBERS: • t� SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2r •"�'. 111a SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) • • • ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ eotPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) le SPECIAL INSPECTOR FOR SBAW#A1 AQb tAtobb 00Ck. Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection 1. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the 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 Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village 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 Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. 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 the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Architect Name LUIS ROSAS-GUYON PE (PRINT) Address 11401 SW 40 ST, # 245 MIAMI, FL 33183 DATE: /O Z2 lg Phone No. 305 386-3858 Created on 6/10/2009 STRUCTURAL REPORT Gonzalez Residence . . . 5G9 NE 104 Street '••' Miami Shores, FI ' Seawall Reinforcement * Timber DodlV:0; 000 • • • LU15 R08AS-G'UYDN CON , • co ES-000403 S 1 1401 S.W. 40 ST., SUITE 245, MIAMI, FL. 33183 PHDNE:(305) 386-3858 FAx:(305i) 553-0950 WWW.RGECS.COM 3 T RL.lC F UiCri_ APPROVE.u_.__._._ 4-DATE A41L Environmental Consultant: TRIDENT ENVIRONMENTAL marine design and permitting n . 0 0 0 0 . Page I of I I Gonzalez Residence Project Scope: Seawall Reinforcement 15G9 NE 104 Street Timber Dock Miami Shores, FI Data: Dead Load 10 P5F Section: 5'-0" Wide Header Length Marginal 8 Dock LF Live Load -G-0 PSF Stringer Length 1Q LF Design of Headers Tributary Length to Header 10 LF L = 5 LF """ q = (DL+LL) * TU2 350.000 PLp;•• •••• •••••• M = (a * L2) 1 .094E+03 L�'-ft .... . .. ..... 8 ...... .... ..... • SX = _(M* 1 2) 18.229 i�.reG�u�red . . O• (0.9 * 800) Use 2" x 10" (5X = 21 .390G) No. 2 Dense Grade "•' • •• ' Deslon of Strinjqers L = 10 LF q = (DL+LL) * I G/ 12 93.333 PLF M = Lc J 2i 1 . I G7E+03 Lb-ft 8 5X — _(M* 12) 19.444 in required (0.9 * 800) Use 2" x 10" (5X = 21 .390G) No. 2 Dense Grade Design Connection of header to Piles P = (DL + LL) * (TL�L) 875 Lbs. 2*2 Zperp for Southern Pine (No. 2); 3/4" Diameter; Side Member = 1 1 /2" = GGO Ib5. x 2 bolts x R for Main Member Zperp = 1 . 1 22 > 875 Lbs. OK Shear = 1.5 * P 134.G < 175 psi max. allowable 1.5 * G.5 OK * All calculations are based on Southern Pine Design Values based on Normal Load Duration and Wet Service (MC> 1 9%). All structural lumber PT Southern Pine, No. 2 grade or better. Page 2 of I I Gonzalez Residence Project 5cope: Seawall Reinforcement 15G9 NE 104 Street Timber Dock Miami 5hore5> FI Data: Dead Load 14 P5F deader Length 5- LF Live Load P5F Stringer Length 10 LF Tributary Length to header 10 LF Desion of Wood Hanger Connection (at Seawall Can): P,= (DL + LL) (hU2) * 5U2) 875.000 • PLF '..` . ease •goo•• .' P = (DL + LL) * (TL` U 875 Lbs. s s.: • • • 00000 000000 e e 2*2 •••• •• • o •• • o • . • ..., 2(perptogram) for Southern Pine (No. 2); 3/4" Diameter; Side Member = 1 4 * q.ro • •o GGO :••• ••••• ••.••' Ibs. x 2 bolts x (0.85 Sum of AdCoefficient) ... Adjustment Coecient) for Main Member •oo•* .... ...... •' 2perp — I.1 22 > 875 Lbs. • •• • •••••• • ••••: 0 OK • • • • •goes• Shear = 1.5 * P 140 < 175 psi max. allowable 1 .5 * G.25 OK * All calculations are based on Southern Pine Design Values based on Normal Load Duration and Wet Service (MC> 19%). All structural lumber PT Southern Pine, No. 2 grade or better. ** Capacity of steel bolts in concrete or in timber with force parallel to the grain does not govern the design. See above calculation for governing design. Page 3 of I I Gonzalez Residence Project Scope: Seawall Reinforcement 15G9 NE 104 Street Timber Dock Miami Shores, FI Check Maximum Pile Loading for 1 2" Diameter Timber Support Pile Assuming 112 of load supported on each pile. Headers Stringers Length Span Substructure 2x 10 2x 10 5. J_Q 41 Ibs/cf Dimensions = in. in. ft. ft. ' Decking Length Span ."•". '. Decking 2XG 5- 1Q PT ...... .... ...... Dimensions = in. ft. ft. •••• •• :000• • .... . .. ..... Substructure = 0.12 kips •••••• •••• ••••• 000000 Deckincj = 0. 17 kips •••••• • • . . . . ••••.• Pile Load Reciuired = Substructure Decking = 0.29 kip5•rnax p;r pile :••••: = 0.15 tons max p ;;plle < 15 max tons per FBC 201 7 OK Pile Driving Formula, Per FBC 180G and FBC 1822.2 For Drop Hammer, 3,000 lb. minimum with G' drop, per FBC 1 822. 1 . 1 8 P = 30,000 Ibs. allowable total load W = 3,000 Ibs, weight of striking hammer h = 3 ft., in height of fall of striking part of hammer 5 = 1.5 in., average penetration per blow of the last 5 blows 55 = 7.5 in., total penetration of five final blows Minimum number of blows over the last 3 inches of p2enetration n = 3/5 2.000 blows, use 2 blows minimum for last 3" for pile log acceptance. P= 2 x W x h = 5-1 3G,000 Ibs. allowable 18 tons allowable Page 4 of I I Gonzalez Residence Project Concrete Seawall with Batter Piles and 15G9 NE 104 Street Scope: New Seawall Can Miami Shores, R DATA Soil Characteristics Soil Weight: r= 110 pcf r'S= -Ga pcf Water Weight: r= G2.4 pcf 0 = 3Q Ka = 0—a Seawall Dimensions Top of Cap Elevation (TCE) 5.9 from water level • Berm Elevation (BE) 4 from water level ' Pile Span - Centerline (PS) 10 ft. ...... .... • ...... Assumed Slit at Berm I ft. '•�"' • Top of Cap to Berm (CTB) 9.9 ft. • Top of Cap to Point "B" 123 ft. ...... .... ..... Seawall Can Width Seawall Panels 3G in. Width 8 in. Batter Piles..... Size • 12 • in. ZQ.•;• .' •••••• Depth 22 in. Depth 10 ft. Length .26 ft. •• • :••••: Lenclth 8.3 ft. ' a„ 50 psf d I = 8.97 Poe Cap Width jh TOP OF CAP d 2 = 4.50 ELEVATION d 3 = 4.63 d4= G.45 PRE-CA5T CONCRETE BATTER PILE. MAX. PILE 5PAN A5 PER DATA ABOVE. WATER LEVEL O--0" 12 41. 649 A55UMED SILT LAYER. I /` BERM 2 Page 5 of I I Gonzalez Residence Project Concrete Seawall with Batter Piles and 15G9 NE 104 Street Scope: New Seawall Can Miami Shores, FI q, = (r * Ka * TCE) cl, = 195 p5f F, _ (cl, * TCE) / 2 F, = 574.37 Ib5. C12= Cl,, + W* BE * Ka) F2= (CII * BE) c12= 2G9 p5f F2= 778.8 Ib5. Fla = RC12 - a 1) * BE] / 2 Fla= 148.5 Ib5. • q surcharge= 0.30 x 50 p5f • F5ur= q 5urchar6jeXCT • ••'••• a surcharge= 15 p5f FSwr= 148.5 t; :: ,� ZMb F xdl + — ( I ) F d2 ( 2 x) •••• + F xd3 + F xd4 ( 2a ) ( sur ) •••• .. • •• FMb = 10,302 lb-ft / ft with surcharge IM b = 9,344 lb-ft / ft without surcharge ...... Shear @ Cap= I M b lb-ft / ft x TCB / Cap to "B" - Cap Depth With Surcharge '..'.' Shear @ Cap= 9,2 1 G lb. Shear Flow = 9.2 1 59 k / Panel Length Shear Flow = 1 . 1 1 k / ft FF,,e = (ri5e / batter) x Shear Flow Frlle = 29.14 k Fp,,e = 14.57 tons with Surcharge Without 5urcharQe Shear @ Cap= 8,359 lb Fpile with surcharge Fpde without surcharge Fpile 12N12.649 4 Shear Flow = 8.359 I Oft ft Shear Flow = 1.01 k / ft Fp,,e = (ri5e / batter) x Shear Flow Fp,,e = 2G.43 k Fp,,e = 13.22 tons without Surcharge Page G of I I Gonzalez Residence Project Concrete Seawall with Batter Piles and 15G9 NE 104 Street Scope: New Seawall Can Miami Shores, fl CHECK FOR TENSION FORCE ON VERTICAL PILES 9.22 11101 -Tension on Vert. Pile = 12 x fp,,e / Rise Tension Tension on Vert. Pile = 27.G48 k 29.14 Determine DL acting on the Vert. Pile • Weight of Conc. Cap = 3.42 k . ...... • Weight of Conc. Wall = 8.3 ic'.�.. •�� ••�•�� 12 12.G49 •••• •• ••••• Weight of Conc. Pile = 4.2 k':": 4 .. .. ...... .... ...... • . . . . ...... Batter Pile Info. F Weight = 15.9 .•. • :...•: Net Tension on Vert Piles if Tension force is Less than Shear Flow Tension - GO% of F Weight = 18.094 k 9.04G8 tons 9.05 < 9.2 tons OK Page 7 of I I Gonzalez Residence Project Concrete Seawall with Batter Piles and 15G9 NE 104 Street Scope: New Seawall Can Miami Shores, FI T= CALCULATE REINFORCING REQUIRED FOR TORSION AND SHEAR IN THE PILE CAPS Elastic center Fx = Compre551on / 1 2.G4-. 4 - Fx = 9.G7 .'. "":' ...... .... Fy = Compre��5icn•/-4-2.G4 ' I.2 ...... • Fy = 29.02 •....• �.• .� .... . .. ..... ...... .... 2re55lon = 30.57 •• •••• ..... •••••• . . . . ...... 12 \1-114 4 NOTE: Vertical components cancel out each other. No additional shear is considered. M factored about the center of vert. = ( T x 1 3" / 1 2) x 1 .7 M factored about the center of vert. = 53.G7 k-ft qu = 1 .4(22"/ 1 2x4271 2x 1 50) + I .7(50psfx3') + 1 .4(welcght of wall/ I Oft/ft) qu = 2,7G4.50 Ib / ft Vu = clu x span / 2 Vu = 11,472.G8 k Page 5 of I I Gonzalez Residence Project Concrete Seawall with Batter Piles and 15G9 NE 104 Street Scope: New Seawall Can Miami Shores, FI REINFORCED CONCRETE5EAWALL CAP (BEAM) DESIGN Section Geometry Beam Width = 3G in. Beam Depth = 22 in. Combined Factor Loads Materials Shear Force V = 14.G kips Concrete Strength f'c = Bending Moment M = 29.1 k-ft Steel Strength fy = Torsional Moment T = 53.7 k-ft Stirrups Strength fy = • • Transverse: V 5 Stirrups # 3 @ Longitudinal: Bending Long. Reinf. (in2) Bending Reinf. Ration Rho Torsional Long. Rein. (in 2) Use 5 Bars # Use 4 Bars # m2/in/leg 7.3 Shear Capacft Check Force Taken by Concrete = Allowable Shear Force = 0.5G 0. 10% 2.00 3 5 i • in .... • on each side Top or Bottom 11 OK GO.O k 204.0 k Bendier Capacity Check OK Minimum Bending Moment = 12G.0 k-ft Allowable Bending Moment = G75.0 k-ft Torsion Capaci Check OK Minimum Torsional Moment = 17.4 k-ft Max. Shear/Torsion Stress = 145.0 psi Max Allowable Stress = 538 psi Shear / Torsion Stress Ration = 0.2G95 4.0 k51 GO ksl GO k51 •Y•••• •••• •••••• ••Y••• •• ••••• .... ...... • 0000 ••• • • •••••• • • • . • • i • Notes: 1. All Stirrups must be closed with 135 degree hook. Maximum Spacing 15 ph/8, d/2 or 1 2". 2. If the required number of bars do not fit in the web width, place reinforcement in two layers. Ref: "Design of Concrete Beams for Torsion" by D. Fanella and B. Rabbat Portland Cement Association, 2nd Edition 1997 Page 9 of I I Gonzalez Residence Project Concrete Seawall with Batter Piles and 15G9 NE 104 Street Scope: New Seawall Can Miami Shores, PI DESIGN OF CANTILEVERED SEAWALL Determining Pivot Point RESULTANT PRE55URF DISTRIBUTION ORIGINAL GROUND Based on Medium Sand ,\ g = 1 15 pcf 9' = G5 pcf:...:. PASSIVE • • � � � � w DREDGE g I = f} rJ • • = LINE ` • • • Ka= � • • ` i •• • • ACTIV� • • • • • PA551VE 1 PRESSURE �� •.••• •••• • • ••••• PPE55UPE- Apply Safet;�"aF,tar at ��• � •• K- = .. 29 K •` p a • •�• Based on Cpulorryb's We:1118 f • ACTIVE 41qui-4 PRE55URE Maximum f •• • • • PIVOT POINT CONVENTIONAL A55UMED PRE55URE DIAGRAM ORIGINAL 1, Determine Wall Pressures PA, = g Hka = 279 P5F PA2 = PA, + g' DKa= 490 PSF PE = g'D(Kp-Ka)-PA, = 4,G2G.8 PJ g'D(Kp-Ka) + g HKp = I I ,G95.8 Kp due to revemrg action of tip of pile. Page 10 of I I Gonzalez Residence Project Concrete Seawall with Batter Piles and 15G9 NE 104 Street Scope: New Seawall Can Miami Shores, FI Check Maximum Pile Loadincg for 1 2" Precast Concrete Pile at Seawall Cap Assuminq 112 of load supported on each pile. Depth Width Span Seawall Cap 22 3G 10 Dimensions in. in. ft. Width Depth Span Seawall Panel 8 10 9.8 ' Dimensions = in. ft. ft. .. .... ...... .... Seawall Cap = 4.81 kips •••:•. Seawall Panel = 4 kips ' Pile Load Required = Seawall Cap Seawall Panel = ...... 8.81 kips max penp#le .... ..:. = 4.4 1 tons max p!PO41% • < 25 max tors per •••••• FBC 201 7'(6t'h tditiot* OK •,, '• ' Pile Driving Formula, Per FBC 180G and FBC 1822.2 For Drop Hammer, 3,000 lb. minimum with G' drop, per FBC 1622.1 . 1 8 P = 50,000 lbs. allowable total load W = 3,000 Ibs, weight of striking hammer h = G ft., in height of fall of strikingj part of hammer S = 1.7 in., average penetration per blow of the last 5 blows 55 = 8.5 in., total penetration of five final blows Minimum number of blows over the last 3 inches of penetration n = 3/5 1 .7G5 blows, use 2 blows minimum for last 3" for pile log acceptance. Drop Hammer Formula P = 2 x W x h = S-1 5 1,429 Ibs. allowable 25.715 tons allowable Pile Driving Log to be kept for each driven pile for FBC 1522. 1 .20 Page I I of I I LOCATION FLAN: 5CALE: NT59 Towers of Owayside-lower°t 4 €Cwers of 0 - Ean- Vs Tt: s.-e ast (:tts"I'l EXISTING SITE PLAN: ALL EXISTING SEAWALL MOUNTED FENDERS AND CLEATS TO BE REMOVED. EXISTING UNAUTHORIZED CONCRETE DAVIT PAD AND SINGLE DAVIT TO BE REMOVED. FXI,9TINC-7,9ITF C ONDITION,9: NLAND CANAL - - EXISTING UNAUTHORIZED TIMBER BOAT DOCK AND ASSOCIATED SUPPORT PILES TO BE REMOVED. EXISTING CONC E T-PILES AND CO CR Lzi5TING CAP T BE BATTER PILE LOC TI • . EXISTI G I DECK TO I ,4 44 4 :• A. f1 �3 Nsv� �g-3zs� cj'v ,ER. NAT6RAL RESOURCES DIVISION PRELIMINARY APPROVAL NAME SATE , n Lz- W,IT #: _ Miami Shores Village 5 BY DATE NOTCHED AT EAC R•ONING DEPT y [A BLDG DEFT E � � JECT i-0 CGNjPUA 10E WITH All �aU s r RAL STATE ANJ CC AA iY RLA-IES AND REGULATIONS OCT 2 2 2018 . "°_17AL RESOURCES DIVISION EPr`€c"t'mENT OF REGULATORY NG e,I:,GPaCJlv4iC RESOURCES FOR T H iS PEEPH 1 1 as `� LUIS R❑SAS-GUY❑N -0004035 EB 1 1401 S.W. 40 ST., SUITE 245, MIF.MI, FL. 33183 Pt-IGNE:(305) 386-3858 Fax:(305) 553-095❑ WWW.RGECS.COM t] U w LLw.l z \z w U UOL O LLJ10 w p U w v w z oCp0z U_m N —O EDM w w QZ_ �m z U Q Q � n� ww o y N r; O N woIm U N Cl) Z Z O 0 oq�o do gcNVINrlam�m Q-3>< 'zQ(f) W LU 00 no[�o[� PROF05EDI SITE PLAN: SCALE E. 8" = 1 NEW 1 2" 0 TIMBER DOCK SUPPORT PILES. (TYP.) W/ 12' M1N PENETRATION INTO FIRM MATERIAL. (1 5 TO BEARING CAPACITY). P ES TO BE CUT OFF + ABOVE DECK. m zP.T. 2xG" (OR TIMBERTECH COMPOSITE) DECKING FASTENED TO STRINGERS / W/ 2 # I Ox 37' SS DECK SCREWS @ E.A. SUPPORT. DECKING TO EXTEND OV SEAWALL CAP. 75'-0" INLAND CANAL- P.T. 2"x 10" STRIN ERS @ I G" o.c. (MAX) FASTENED TO HEADERS W/ 14" GA V. HURR. STRAPS (USP RT STRAP, UPLIFT CAP. 905#, NOA: 0 1 -091 2.05) w/ 5-1 Gd GALV. NAILS EA. END (TYP) 5 IN 1milljLggmugam I � I I 111 I II� ■I11111111111111 �I�I ICI I■.� ��■ P.T. 4" X 4" TIMBER POST W/ 24"D X 18"W CONC. FOUNDATION (TYP.) I m = NINE - PRECAST 1 2" SQ. CON RETE BATTER PILES W/ 5,000 PSI MIN. CO CRETE * 4-i—L' DIAMETER 270 KSI ASTM A41 G LOW -LAX STRANDS W/ 2" MIN. CONCRETE C DVER TO TIES. PILES TO BE DRIVEN 0 A MINIMUM PENETRATION OF 1 2'-0" INTO FIRM MATERIAL OR G'-O" MIN. INTO CORAL ROCKI OR REFUSAL. ===I===Irm ♦' ♦4 i • e d � I :.d S- :♦ �. 4;. :. ..' A. 41A :4', ♦ 4♦ I E DA.'E c P.T. �"x 1 2" X 2G" LONG HAN RTYP. U.O.N. FAST NED TO SEAWALL CAP W/ (2 11, S.S. WEDGE ANCH RS BOLTS BY SIMP ON INTO SEA WALL CAP. . U.O.N. 5' 0" P.J. 2" x 10" HEADERS AS W E E 8S � i > N M < r °r v�if r�ia H z� y. •• • .. . �!•. • w F--i 1 .... Wz . HD o NEW 3'-0" WIDE x 22" CONC. SEAWALL CAP W/ 4#5 T*B, I #G @ EA. FACE * #4 TIES @ 7" O.C., PLUS #4 TIES EA. SIDE OF EA. BATTER PILE. EXISTING POOL DECK TIp REMAIN. 1 � �1/`V APP'O' `D DAT D% f/ OCT 22 2018 Nk MENT `.c '',EL1fC1RY Luis ROSAS-GUYON ES-0004035 1 1401 S.W. 40 ST., SUITE 245, MIAMI, FL. 331 B3 PHONE:(305) 386-3858 FAx:(305) 553-0950 WWW.RGECS.COM I/ oQ w w z U � W >O w N U—j w � U Wow 00 DELI N—O Waz � w w Q z _ - m z W W N z o N N r U N O LU <D Q N V z O N cn z Z o�� 00 �N1f1 Q<�Um J WomW-�< ow SECTION A (SHEET 5-2): SCALE : 8" NOTE: 3" STEEL CLEAR COVER TO GONG. 3 - 2" X 4" PT TIMBER SLEEPERS FASTENED TO SEAWALL WITH ? x 3" STAINLESS STEEL TAPCON5 @ 24" O.C. NEW 3-0" WIDE x 22" CONC. SEAWALL CAP W/ 4#4 T48, 1 #5 @ EA. FACE 4 #4 TIES @ 7" O.C., PLUS #4 TIES EA. 51DE OF EA. BATTER PILE. P.T. 2"xG" (ORTIMBERTECH COMPOSITE) DECKING FASTENED TO STRINGERS W/ 2 s� L ` lij OCT 22 2018 NAT UP.AL R'ESCURC S DIViSIO ' NGHTTIMEAL PATEP�PD �OCAN RTMENUT OF �iEGULATORY E CON MIC RESOURCES NEW 1 2" 0 TIMBER DOCK SUPPORT PILES. (TYP.) W/ 1 2' MIN PENETRATION INTO FIRM MATERIAL. (I5 TON BEARING CAPACITY). PILES TO BE CUT OFF + G' ABOVE DECK. P.T. 2" x I O" (OR TIMBERTECH COMPOSITE) FASCIA FASTENED TO SUBSTRUCTURE WITH (2) # I OX 3}" 55 DECK SCREWS @ E.A. SUPPORT. 2- 3/4" 0 STAINLESS STEELTHRU-BOLTS W/ WASHERS. (TYP. FOR ALL HEADER ATTACHMENT). RER • NATURAL RESOURCES DIVISION • • • PRELIMINARY APPROVAL ••• .. NAM •.. DATE w�d Z ••; • kL-ViE" ',ter DATEAU /1 LUIS ROSAS-GUYON CON C. ES-0004035 1 1 401 S.W. 40 ST., SUITE 245, MIAM1, FL. 33 1 B3 PHoNE:(305) 386-31358 FAx:(305) 553-0950 WWW.RGECS.COM C) W Q I] uj U� WU >O wc)u- Up w~vw 00 m M LL. N — = w J W QZ� OZ LL1 -j O Q W W o (1) Z i N O N O woven N I 1 J IL- - Oz O 0 O0�Q -0 Z N N K ON N� Q M J m � U ~ Lu z O m < O In !Y O I� d SECTION B (SHEET 5-2): SCALE 311 8 P.T. 3"xG" STRINGERS @ I G" O.C. (MAX) FASTENED TO HEADERS W/ 1 2' GALV. HURR. STRAPS (U5P RT I G STRAP, UPLIFT CAP. 905#) w/ 5-1 Gd GALV. NAILS EA. END (TYP) NOTE: 3" STEEL CLEAR COVER TO CONC. 3 - 2" X 4" PT TIMBER SLEEPERS FASTENED TO SEAWALL WITH �' x 3" STAINLESS STEEL TAPCON5 @ 24' O.C. NEW 3-0" WIDE x " CONC. SEAWALL CAP W/ 4#4 T#B, 1 #5 A. FACE $ #4 TIES @ 7" O.C., PLUS #4 A. SIDE OF EA. BA . P.T. 3"xG" HEADERS FASTENED W/ 2- 3/4" O STAINLESS STEEL THRU-BOLTS W/ P.T. 4" X 4" TIMBERS / � P05T W/ 24"D X, 1 8"W CONC.• FOUNDATION (TYPJ'N ,.. . T L #5 DOWELS @ "•O: . DRILL $ EPDXY P.T. 3"xG"X 10" LEDGER • i'-s" GROUT 1 2' INTO FASTENED TO SEAWALL ` ��\�� EXISTING WALL CAP WITH TWO 3/4" x G'/� S.S. WEDGE ANCHORS % EXISTING CONCRETE SEAWALL WITH BOLTS ` T-PILES AND CAP TO REMAIN. NINE PRECAST 12' SQ. CONCRETE BATTER PILES W/ 5,000 PSI MIN.%� , 'K A5TM A411 G OW -LAX STRANDS W/2'� MIN. CONCRETE COVER TO TIES j PILES TO BE DRIVEN TO A MINIMUM PENETRATION OF 1 2'-0' INTO FIRM MAINTO ROCK, OR REFUSAL. EXTEND PILE STRANDS MIN. I G' INTO CAP..�i� P.T. 2"xG" (ORTIMBERTECH COMPOSITE) DECKING FASTENED TO STRINGERS W/ 2 # I Ox 3}" SS DECK SCREWS @ E.A. SUPPORT. DECKING TO EXTEND OVER SEAWALL CAP. 4 N 12 P.T. 2N I O" STRINGERS @ I G" O.C. (MAX) FASTEN =D TO HEADERS W/ 1 4" G LV. i HURR. STRAPS (USP R I G STRAP, UPLIFT CAP. 9 5#) w/ 5-1 Gd GALV. NAILS fk END (fYP) 5'-0 P.T. 3"x HEADERS � AS PLAN P.T. ON 12" X 2G" LONG HANGER TYP. U.O.N. FASTENED TO SEAWALL W/ (2) 3/4" S.S. WEDGE ANCHORS BOLTS BY INTO SEA WALL, TYP. U.O.N. II �i M.H.W. EL + It N.6.V �i M.L.W. EL -0'-3" N.GIVJ BERM I -4'-0' M.L.W. NIGHTTIME REFLECTORS ON ALL WATERWARD DOCK SUPPORT PILES. NEW 1 2" 0 TIMBER DOCK SUPPORT PILES. (TYP.) W/ 1 2' MIN PENETRATION INTO FIRM MATERIAL. (1 5 TON BEARING CAPACITY). PILES TO BE CUT OFF + G' ABOVE DECK. /+4'-6' N(,VD P.T. 2" x 1 0" (OR TIMBERTECH COMPOSITE) FASCIA FASTENED TO SUBSTRUCTURE WITH (2) # I OX 3}" 55 DECK SCREWS @ E.A. SUPPORT. 2- 3/4" 0 STAINLESS STEEL THRU-BOLTS W/ WASHERS. (fYP. FOR ALL HEADER ATTACHMENT). L& OCT 22 2018 MA UR4L DEPART �Ei�,U3�. AND ONcl R U`q'� C �RY $O URCES RER - NATURAL RESOURCES D1VIS10114 PRELIMINARY APPROVAL NAMED DATE S T RU- TURAL R, EV!E i APPROVED DATV6 tJ7 1L I LUIS ROSAS-GUYON ON C. EB-0004035 1 1 401 S.W. 40 ST., SUITE 245, MIAMI, FL. 331 83 A I •?�& PFIONE:(305) 386-3858 FAX:(305) 553-0950 10122114 WWW.RGECS.COM 0 U Z tLi Q C) ww L ZS w �O wUn UC) 9= IY~Q W z c) �C) ILm N — w l lz w CLI w Q Z — Co q J-J W E cn Z o N W � "I' N z O za p p Z O N K O t2 � N n Q m m n Q — Z 0LLJ - J �! J Q z�mOC—�F w OL0K�� E E N m c c GENERAL NOTES m c � m m LL Q V "O ELEVATIONS SHOWN REFER TO THE NGVD 1929. c N ALL DIMENSIONS ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD. < o a ma 3 IT 15 THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF ENGINEER BEFORE PROCEEDING WITH WORK. IT IS THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH LOCAL, STATE AND FEDERAL ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISIONS OF THESE PERMITS. APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE, 5th EDITION (2014). • CONTRACTOR TO DETERMINE THE 5USTAINABILITY OF EXISTING STRUCTURES AND VERIFY ALL DIMENSIONS. THE CONTRACTOR 15 RESPONSIBLE FOR ALL METHODS, MEANS, SEQUENCES AND PROCEDURES OF WORK. • • ' •• Qk O • CONTRACTOR TO VERIFY LOCATION OF EXITING UTILITIES PRIOR TO COMMENCING WORK. \ •••• '� a' �,�',C ANY DEVIATION AND/OR SUBSTITUTION FROM THE INFORMATION PROVIDED HEREIN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. } --+ • • • • PRECAST CONCRETE PILING } •••• �• I . PRECAST CONCRETE DOCK PILES SHALL BE 12" X 1 2" PILES W/ 5,000 PSI MIN. CONCRETE E 4-7/1 G" DIAMETER 270 K51 A5TM A4 16 LOW -LAX STRANDS W/ 2 /2- MIN. CONCRETE COVER TO TIES. O C T 2 2 2018 • • • • • • • 2. ALL PILES SHALL BE DRIVEN TO A MINIMUM BEARING CAPACITY OF 25 TONS WITH 1 2' MINIMUM PENETRATION INTO FIRM MATERIAL BELOW SILT LAYER, OR G'-O" MIN. INTO ROCK, OR REFU5AL.PKOVIDE W/ 3.4 SPIRAL TIES @ 3" O.C. • • • � [) p •••• t 3. ALL PILES MUST HAVE A MIN. LENGTH OF 25'-0" AND BE DRIVEN TO REFUSAL OR 32 HAMMER BLOWS (4,500# MIN. HAMMER WEIGHT / 7'-G" MIN. HAMMER DROP) FOR THE LAST 10" OF PENETRATION. r' ` ivrc RESOURCES DIt�ISION • rlE RTMo'ENT OF REGULATORY • F-Ica • 4. PILES SHALL BE CUT OFF AT ELEVATIONS SHOWN ON THE PLANS E SECTIONS. E C O N D m (C RESOURCES • • a+..._ • • f a s WOOD t • • • I . PRIMARY WOOD FRAMING MEMBERS SHALL BE NO. 2 PRESSURE TREATED SOUTHERN PINE OR BETTER. (FB= 1050 PSI MINIMUM). \ • 2. ALL DECKING SHALL BE NO. I GRADE OR BETTER. (FB=2000 P51 MINIMUM). RER - NATURAL RESOURCES DIVISION 3. ALL DIMENSIONAL LUMBER SHALL COMPLY WITH A.I.T.C. 109-69 SPECIFICATIONS. PRE MINARY APPROVAL PILE DRIVING NOTES Q) Z w NAME PILE DRIVING OPERATIONS SHALL BE OBSERVED BY A SPECIAL INSPECTOR, INCLDUING TEST PILES IF REQUIRED. DATE — I— w Z �L 2. PILES SHALL BE DRIVEN USING AN APPROVED CUSHION BLOCK CONSISTING OF MATERIAL SO ARRANGED SO AS TO PROVIDE THE TRANSMISSION OF HAMMER ENERGY. U w U 3. PILES SHALL BE DRIVEN TO REQUIRED CAPACITY, MINIMUM PENETRATION OF 12' INTO FIRM MATERIAL BELOW SILT LAYER OR G'-O" MIN. INTO ROCK, OR REFUSAL. p = U_ 4. PILES SHALL BE DRIVEN WITH A VARIATION OF NO MORE THAN /4" PER FOOT FROM THE VERTICAL OR FROM THE BATTER LINE INDICATED WITH A MAX VARIATIOG OF THE HEAD OF THE PILE FROM THE POSITION SHOWN ON THE PLANS OF NO MORE THAN 3". Q 02p� z(fl 5. MINIMUM PENETRATION OF ALL PILES TO BE AS FOLLOWS: INTO BEDROCK: -G' MIN INTO YIELDING MATERIAL: -1 0' MIN. w w w MINIMUM SAFE BEARING: 25 TONS PRECAST CONCRETE PILE 15 TONS TIMBER PILE N z I N Q HARDWARE, BOLTS AND FASTENERS O � ~ w w I . ALL M15CELLANEOU5 STEEL COMPONENTS, BOLT5 AND HARDWARE SHALL BE TYPE 31 6 5TAINLE55 STEEL. N z ti MISCELLANEOUS E I . FASTENERS EMBEDDED INTO CONCRETE STRUCTURES SHALL BE ANCHORED WITH TWO PARTY EPDXY ADHESIVE (HILTI, INC HIT-HY 200 ADHESIVE ANCHOR SYSTEM FL#17180). ANCHOR HOLES SHALL BE DRILLED TO 1/8" GREATER THAN THE SPECIFIED FASTENER SIZE. HOLES SHALL ° Y BE DRILLED TO MINIMUM DEPTH SHOWN ON PLANS E SHALL BE THOROUGHLY CLEANED OUT AND DRY PRIOR TO INJECTION OF EPDXY. TURBIDITY BARRIER APPROVED TURBIDITY BARRIERS SHALL REMAIN IN PLACE DURING ALL PHASES OF IN -WATER WORK. CONTRACTOR SHALL EMPLOY AND MAINTAIN ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES DURING ALL PHASES OF WORK. LOADS WIND LOADS AS CALCULATED BY ASCE 7-10, CATEGORY II STRUCTURE, FOR A WIND LOADING OF 175 MPH, EXPOSURE 'C'. LIVE LOAD = GO P5F DO NOT SCALE DRAWINGS FOR DIMENSION. DEAD LOAD = 10 PSF STRUC T DRAB REVIEW APPROVED DATE !D F I LUIS ROSAS-GUYON (CON we. ES-0004035 Gawk 1 1401 S.W. 40 ST., SUITE 245, MIAMI, FL. 33183 PHONE:(305) 386-3858 FAX:(305) 553-0950 WWW.RGECS.COM N t` O N 0 N qT n COD N m z z 0 0 `0 N Q L Z N N Z N l n Q m m m Q-3 } CD F n J 2 Z OmlY—IL F- 3 c) c) E ...... • ...... .... ...... ••••;1• • C •• •••• • . • • c•••• •• f .... ..... .... ...... . . 00 00 • •••••• .....• . • . . .••••. • • • •• SPECIAL 10SPF OR REQUIRED FOR THIS PERMIT