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DOCK-18-29897 8 I p T 01 201E Miami Shores Village Building Department s� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 / FBC 20 1 � BUILDING Master Permit No. - - PERMIT APPLICATION Sub Permit No. '- ocAe- c V - zgg6q ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1500 NE 103 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3205-031-0090 _Is the Building Historically Designated: Yes NO X Occupancy Type: SFR Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): PATRICK FRASER Address:1500 NE 103 STREET City: MIAMI SHORES State: FL Tenant/Lessee Name: N/A Email: one#: 305-773-4029 33138 CONTRACTOR: Company Name: SOUTHEAST MARINE CONSTRUCTION, INC. phone#: 954-630-2300 Address: 404 NE 38TH STREET S-C(nCIrj'A t &,eYYUC y;n-e Co UG "ot) . %D Vq City: OAKLAND PARK State: FL Zip: 33334 Qualifier Name: JOSEPH G. THOMAS Phone#: 954-630-2300 State Certification or Registration #: CGC1524635 Certificate of Competency #: DESIGNER: Architect/Engineer: DYNAMIC ENGINEERING Phone#: 954-553-0487 Address:351 S. CYPRESS ROAD City: POMPANO BCH State: FL Zip: 33062 Value of Work for this Permit: $15,900 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑r Repair/Replace ❑ Demolition Description of work: DOCK & BOATLIFT REPAIR —16 -ram--p I-f> ��re-111-A Cl --bo Specify color of color thru the: Submittal Fee Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond $ L TOTAL FEE NOW DUE $'—Z,� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City Zip State ZI 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 noticg 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 Aproved and a reinspectlon fee will be charged. Signature / YU Signature OWNER or AGENT CONTRACTOR The fore oing instrument s acknowledged before me this day of 20 _ /7- by Etc- F^Jtel who is personally known to me or who has produced Identification and who did take NOTARY PUBLIC: Ft,b og� CL, Print: Seal: r,M The foregoing instrument was acknowledged before me this day of / VC6 V' , 20 1 J by ho ispersanally knowa_to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: APPROVED BYM-7 Plans Examiner % 1 17 Structural Review (Revfsed02/24/2014) K O'NEILL MY COMMISSION #FF154167 EXPIRES October 11, 2018 Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Review Date: October 31, 2018 Permit Number: 18-2989 Rejection Comments: 1810.1.2 Use of existing deep foundation elements. Deep foundation elements left in place where a structure has been demolished shall not be used for the support of new construction unless satisfactory evidence is submitted to the building official, which indicates that the elements are sound and meet the requirements of this code. Such elements shall be load tested or redriven to verify their capacities. The design load applied to such elements shall be the lowest allowable load as determined by tests or redriving data. Ismael Naranjo, BO Building Director. Southeast Marine ..wft Construction 404 NE 38 h St, Oakland Park, FL 33334 (954) 630-2300 / (561) 752-4422 (954) 630-2381 fax SEMarine(a�semarineconstruction.com CONFIDENTIAL PROPOSAL SUBMITTED TO: Patrick Fraser 1500 NE 103" Street Miami, FL , (305)773-4029 tvngatorsAbellsouth.net ACCREDITED BUSINESS Licensed & Insured CGC 1524635 PROJECT: Dock, 1 OK Used Cradle Lift DATE: September 22, 2017 October 11, 2017 (Revised) We submit the following proposal to you in confidence, not to be disclosed to any other person without our prior written consent, to perform work as described in the following scope of work: TERMS AND CONDITIONS Southeast Marine Construction, Inc. (SMC) will furnish all labor, materials, equipment, supervision and licenses necessary to perform the Scope of Work as identified herein, according to the approved, engineered plans and specifications, and also all applicable building codes and ordinances of agencies and governing bodies with jurisdictional powers at this location. SMC shall carry General Liability and Workers Compensation insurance, insuring any liability which may be imposed upon SMC or client. If client requests to be additionally insured there will be an additional charge of $125.00. SMC is not responsible for any removal, installations, repairs or damages to any and all landscaping; utilities; unknown, unseen, hidden or buried obstructions; or damage to structures in the vicinity of the work area due to routine and proper performance of the job. SMC will make every effort to perform the work in a timely and expeditious manner. Manufactures or SMC shall have no obligation under any warranty unless SMC has been paid in full for all materials supplies and services. Unless SMC fails or refuses to perform, the deposit is not refundable. Client agrees to promptly pay all invoices for all work completed upon receipt of invoice, according to mutually accepted schedule of values for work in progress. Any amount invoiced past due more than 30 days will be subject to a finance charge of 1.5% for every 30 days late thereafter. Any progress invoices past due more than 10 days will result in stopping of all work until invoices are paid. Any written changes to the following Scope of Work must be initialed by both SMC and the client for any changes to be considered valid. Any alterations from Scope of Work will be executed only upon written Change Order and will become an extra charge over and above the contract. Client will furnish all refundable municipal and environmental bonds, owner compatible with local ordinances. If hard bottom conditions are encountered, during any pile placement activities, requiring punching prior to driving, additional charges will be assessed. Permit fees and permit related fees (i.e.: engineering, surveys, etc.) are NOT included in the price of the contract; owner will reimburse SMC or pay proper agency direct for all permit, engineer, special inspector and process related costs and fees. 6;� — SMC initial Fraser, Patrick (Dock) Page 1 of 2 1'k Client initial SCOPE OF WORK REMOVAL 1) Mobilize barge, equipment, and crew to job site. DOCK 1) Construct anew, 36' x 8', wood pier secured to existing piles, as follows: a) Re -drive 1, existing, 12", 2.5, CCA, marine treated, wood piles to support new, 36' x 8', wood dock. b) Framing to be .40, ACQ, marine treated, #1, pressure treated lumber secured with stainless -steel hardware and stainless -steel hurricane straps, using double thru bolts and double stringer framing system. c) Decking to be Preserve Plus, Ultra Tropical, 2" x 6", decking boards secured with stainless steel decking screws. d) Piles will be furred with 1" x 2", marine treated, furring strips and topped with new copper caps. Cost ... $7,950.00 initial if accepted) Provide Ultra,Ti 1" x 6", decking and matching, 1" x 3" furring strips in OPTION (please initial if accepted) 10K CRAD E LIFT 1) Extra t and re -drive 1 existing piles in order to install used cradle lift. Other pile is being moved above in new dock. 2) Provide and install 1, used, 10,000 lb. capacity, standard, aluminum, Golden cradle lift. Cradle lift includes: a) 6061-T6 marine grade aluminum b) 1 Horsepower motors c) Grooved cable winders d) 5/16" stainless steel aircraft cables e) Guide pole kit f) Aluminum sheaves with grease fitting bolts g) Carpeted wood bunks h) All stainless -steel mounting hardware i) 1, 2-motor, standard, remote control w/ auto -stop (includes one wireless clicker) j) Warranty: 1 year structural, and 2 years on motors. Note: Any and all electrical wiring, connections and electrical permitting are not included. SMC recommends Bruce McFarland of McFarland Electrical Services, Inc. at (954) 749-0016. Cost ... $7,950.00 Payment schedule: (not including options) 10% due upon acceptance $/ Payment schedule to follow Reminder: Permit, engineer, special inspector and process fees are not included in contract price and are to be paid by customer as fees occur. "As Built" surveys are required at the completion of construction to close out the permit. Customer is responsible for obtaining the survey. By signing below, I acknowledge that I have read and agree to al c conditions stated in this proposal. � ff to ! 67/1y MlaIZ7 u miffed By Date Accepted By Date Troy Wilson Print Name Print Name Fraser, Patrick (Dock) Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) The undersigned Affiant, ryios-ro— , does hereby attest that (Property owner) The attached survey, performed by BL°vtc-o S%jr.t'e`jo✓, ,Ze _ (Name of surveyor's company) For address: /l/C N 3 Ste' Performed on ''(�"� l (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit Is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such struct era final inspections as applicable to this or other permits. Fu Pei f✓f eic ioSPr Property Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this day of A tq t7 Affiant is �, r d as identification. vt+► Notary Publib Wats of Florida y4 M i11Commission GG 073368 ora� Expires t ires 04/15/2021 "l Notary Revised on 512212009/ Revised on 6112/09 f � N1e r a 11 �lii 111nia111 in ni ±j • i � �� ri11� ' NOTICE ��J' ■m i':!' � ��Illl )1-f.' ! _� .i. �<,' `i!•i i 1 _ ': l i;� 1 \ O IC �-j o'� OF 111r?`!_ JH ryi.?, ._U,.1U':COMMENCEMENT r . •... �RTIf Y 1�,eir' tCtA� i8 TM OF DAI ^'O v A,on S 81rtr� ccAYG`the ,yo Co IY .. day of t �:d A f7 ?il U A RECORDED COPY MUST EE POSTED ON THE JOB SITE AT TIME OF FIRST INSPF MGM PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA 7 D.C. car COUNTY OF Dl ADS HAKI RRA BRAZIL 4162588 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal descripfioa of property and street address: S% , l�r pcGtr' S�d✓e� �, � i2e Pl d � -C) ul r^ teclzej ( v 19G✓i� GS f s !2/3 % V- -7 lt% j8 2. Description of improvement: d L.m t- B Vo/--� t re E�r-at r 3.Owner (s) name and address: �-itaSc- - rd�rr � SGLyIe�, 33i � Interest in property. - Name and address of fee simple titleholder. —Z,1-�tcz�c,rt�fsi 1 rine 1'� ontr � ... 4. Contractor's name and address: Oakland Park. FL 33334 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of band: $ 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 and address: M addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b) 7., Florida Statutes: Name and address; 9. Hxp' of this � Signature olf Owner Print Owner's Name Swam to and subscribed Notary Public U./1' Print Notary's Name My Commission Expires: (the expiration date is I year from the date of recording unless a different date is specified) Prepared by: Address-.COb i4N� 1 `fie i,,� 't- ��ki roar Notary Public Stale of Florida William R Thomas ? a My Commission GG 073368 Expires 04/15/2021 OFHCE OF TAE PROPE R-TV APPRASER Summary Report Property Information Folio: 11-3205-031-0090 Property Address: 1500 NE 103 ST Miami Shores, FL 33138-2628 Owner PATRICK FRASER & ALICE JACOBS Mailing Address 1500 NE 103 ST MIAMI SHORES, FL 33138-2628 PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 4,075 Sq.Ft Lot Size 10,800 Sq.Ft Year Built 1957 Assessment Information Year 2017 2016 2015 Land Value $1,376,550 $1,376,550 $1,274,584 Building Value $595,124 $602,256 $609,387 XF Value $32,230 $32,425 $23,639 Market Value $2,003,904 $2,011,231 $1,907,610 Assessed Value $915,718 $896,884 $890,650 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Assessment $1,088,186 $1,114,347 $1,016,960 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description RE -PLAT OF TR C MIAMI SHORES BAY PARK ESTS PB 64-97 LOT 18 BLK 5 LOT SIZE 90.000 X 120 OR 18707-1249 07 1999 1 Generated On: 10/24/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $865,718 $846,884 $840,650 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $890,7181 $871,884 $865,650 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $865,718 $846,884 $840,650 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $865,718 $846,884 $840,650 Sales Information Previous OR Book - Price Qualification Description Sale Pa a 9 18707 07/01/1999 $527,000 Sales which are qualified 1249 18379- Sales which are disqualified as a result 12/01/1998 $0 2108 of examination of the deed 00000- Sales which are disqualified as a result 10/01/1998 $0 00000 of examination of the deed 18269- Sales which are disqualified as a result 06/01/1998 $0 0914 of examination of the 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: Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date:10/02/2018 Parcel Number 1500 NE 103RD ST, Miami Shores, FL 33138 1132050310090 -ontacts Permit NO.: DOCK-10-18-2989 Permit Type: Dock Work Classification: Repair Permit Status: Approved Expiration: 04/01/2019 PATRICK FRASER Owner SOUTHEAST MARINE CONSTRUCTION, Contractor 1500 NE 103 ST, MIAMI SHORES, FL 331382628 INC (305)795-2671 404 NE 38 ST, OAKLAND PARK, FL 33334 (954)630-2300 Description: DOCK - BOAT LIFT REPAIR TO REPLACE Valuation: $ 15,900.00 Inspection Requests: DOCK17-2785 305-762-4949 Total Sq Feet: 0.00 Payments Amt Paid Inspections: Fees Amount Permit Fee (Manual) $238.50 Total Fees $238.50 Inspection Type Check # 31202 $238.50 Foundation Total: $238.50 Amount Due: $0.00 Framing Building Final Permit Received By Date Building Department Copy 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 al t e for tin information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futh r orb I t ize the above named contractor to do the work stated. Authorized Signature: Owner Xpplicant Contractor / Agent Date October 02, 2018 Page 2 of 4 MIAMI-DiADE .. Carlos A. Gimenez, Mayor November 16, 2017 Patrick Fraser 1500 NE 103rd Street Miami Shores, Florida 33138 Department of Regulatory and Economic Resources Environmental Resources Management 701 NW 1 st Court, 6th Floor Miami, Florida 33136-3912 T 305-372-6567 F 305-372-6407 miamidade.gov CERTIFIED MAIL NO. 70170530000066255470 RETURN RECEIPT REQUESTED Re: Class I Permit application CLI-2017-0495: Fraser — Dock and boatlift located at 1500 NE 103rd Street, Miami Shores, Miami -Dade County, Florida. (Folio No. 11-3205-031-0090) Dear Mr. Fraser. .'. ' •' •: • Please accept this letter in responseto your submittal of a Class I 'permit appllQ* *, for the above . • � • • . referenced property. • • • • • • ... . .. DERM has completed an initial review of the proposed dock reconstruction and.�Z3 U replawment, ..... .....' which appears to be consistent with the provisions for emergency work as set forth ip.SeGtion 24:2C(4)(a) ....... of the Code of Miami -Dade County. Please see the attached emergency authorizAjipp.and conditions, .' and the attached checklist that identifies all items necessary to complete the Class I yerrTi4application.. ....:. Should you have any questions concerning the above referenced application, plisse cbntact.Goasial • • Resources at (305) 372-6575 or dermcr@miamidade.gov. '.. % Sincerely, Coastal Resources cc: Unlimited Permit Services, Inc. -Authorized Permit Agent (wrt615@gmail.com) Robert Kirby — U.S. Army Corps of Engineers (Robert.J.Kirby@usace.army.mil) U.S. Army Corps of Engineers (seappls@usace.army.mil) 2`� Ialwri % xc��e�cCe Eger 25 a� 0 M IAM 1•D►DE Miami -Dade County Department of Regulatory and Economic Resources Coastal and Wetlands Resources Section 701 N.W.1 st Court, 6t' Floor Miami, FL 33136-3912 EMERGENCY AUTHORIZATION AND CLASS I PERMIT NO. CLI-2017-D495 • • • • • • APPLICANT NAME: Patrick Fraser ...... . ""•' ...... ' PROJECT ADDRESS: 1500 NE 103'd Street, Miami Shores, FlodA4 �3138;' • •; • ; • • • •' DATE: November 16, 2017 .... . .. ...... PROJECT MANAGER: Tammy Burton Coastal and Wetlands Section Review: o '� Issued By: Issue Date: 11/16/2017 Attachment A: Sketches - 1 Sheet Attachment B: Checklist Authorized Emergency Work • Reconstruction of previously permitted dock, and replacement of a boatlift in the same footprint. ' Page 1 of 3 (EME AUTH CLI-2017-0495) THIS AUTHORIZATION SHALL BE KEPT ONSITE DURING ALL PHASES OF WORK Specific Conditions By commencing the work authorized herein, the applicant and contractor agree to comply with all conditions of the emergency authorization and the applicant agrees to submit a complete Class I- permit application within 6 months of the start of work, including all items listed in Attachment B. Any questions or concerns relating to the required items or any other issues should be addressed with DERM staff, and if applicable, any revisions obtained from DERM in writing, prior to the start of work. 2. A statement of acknowledgment as the contractor of record for the work authorized herein shall be submitted directly from the contractor of record to DERM and shall include the contractor's name, address, telephone number, State of Florida or Miami -Dade County license number, DERM Class I permit application number, and description of the scope of work subject to the emergency authorization. This Information is required to be provided a minimum of 2 and a maximum of 6 business days prior to the start of work, and may not be submitted through a third party. 3. All work shall be performed in accordance with the drawings approved by:Q�14Q and ;ttacbed hereto (Attachment A), and in accordance with the conditions of the Emerggrlqy. Auth*t;Mldh. Any activities requiring a Class I permit that are not specifically listed as "ApthQrjWd Emergency Work" are prohibited. 0000 .. . . 669* 4. All activities shall be conducted so as not to cause pollution or result in adww"0impacts to she environment, including but not limited to impacts to marine fauna, the submafgad bottolh,*w2fer quality, mangroves, seagrasses and other marine resources. All activities.shaI6 be conducted using best management practices to prevent the release of any pollutantsog debris to 4he environment and to prevent impacts to State or County water quality standards: For an;-1Mpa8`ts caused by the construction or operation of the structures/faci;ity, DERrNsAJ requires at:a minimum, restoration and mitigation. 5. Unless specifically listed as "Authorized Emergency Work" or exempt pursuant to Sections 403.9321-403.9334 F.S., trimming or alteration of mangroves is prohibited. 6. Representatives of DERM shall be notified immediately in the event of impacts to tidal waters, of any impacts to natural resources,. or any spills or water quality standard exceedance. Any adverse impacts determined to have occurred shall be required to be mitigated to DERM's satisfaction. 7. The repair or replacement of legal structures is limited to their original location and dimensions and in accordance with the sketches in Attachment A. 8. The wetface of any new or replacement seawall shall be located a maximum of 1 foot waterward of the location of the wetface of the existing or previously existing seawall prior to the collapse or damage occurring. 9. The contractor and applicant are advised that the reclamation of property lost as a result of seawall failure and the excavation or use of benthic substrate as backfill landward of the seawall Is strictly prohibited unless specifically listed in the "Authorized Emergency Work". Excavation at or landward of the original seawall to accommodate the placement of a new seawall is allowed pursuant to this authorization. Any excavation waterward of a new seawall shall constitute a violation of this authorization. 10. The contractor shall submit receipts or weight tickets for the dprap that is placed on -site. This condition shall be satisfied -within 30 days of the completion of the seawall. 11. The installation of fenders, davits, mooring whips, cleats, or any hardware to facilitate the mooring of vessels along the seawall is prohibited unless specified in the "Authorized Emergency Work". Page 2 of 3 (EME AUTH CLI-2017-0495) THIS AUTHORIZATION SHALL BE KEPT ONSITE DURING ALL PHASES OF WORK 12. 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 immediately adjacent uplands. In order to prevent positive drainage of stormwater into the waterway, all uplands immediately adjacent to the seawall cap shall be sloped away from the waterway. 13. This emergency authorization does not eliminate the necessity to obtain any required federal, state, and local authorizations prior to the start of any activity approved by this emergency authorization. In the event that any agency requires removal or relocation of the work authorized herein, a review by DERM is required, and a new authorization and/or permit modification may be required. 14. This emergency authorization does not convey to the applicant or create in the applicant 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 applicant. 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 applicant agrees to either obtain written consent for the offending structure from the affected riparian owner or to remove the interference. ...... 15. Emergency authorizations issued pursuant to Section 24-20(4) are temporary hT nature and May be suspended or revoked by the Director or the Director's designe.2 •i'Jhe evtpt'pf noncompliance with the conditions, limitations, or restrictions of the emergenCy 9uthoriz'ation'or non-compliance with the provisions of Chapter 24. The issuance of an emergoVy;authotitatibp, the decision of the Director or the Director's designee to issue an emergerf* Adthorizatlon,'the suspension or revocation of an emergency authorization, or the decisio6'bttde Directof to suspend or revoke an emergency authorization, is not subject to review pufsuantto Sedion.14- 11 of the Code of Miami -Dade County, Florida. ; 16. 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 properly. 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. ' Page 3 of 3 (EME AUTH CLI-2017-0495) ' THIS AUTHORIZATION SHALL BE KEPT ONSITE DURING ALL PHASES OF WORK . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... See attached survey supplied' by otter; ; . •. 00 ; • • . • • for exact property information. '. :': : : :.' :' '. Ra-drive (1) nW" 120 Wood dock p q • • • • • • • • • reconstruct dock to previous dimensions 9'-7- ride .. .. . ....... x 40' long using (6)' existing dock.prles w Provide and install one 10,000 m Golden Boat Lift abow 19 supported by (2) existing dsck piles and (2) 0o S32'42'o6•E 120.00' I V WIRE F exLsfing boat 6R support piles Site Plan • •r_ - �� zssre; � iao'� � I �raur' �%'. (proposed Corrdh'ons) _: • :3: {:: aa.eo 27' Scale: 1' _ 20. 9 GO ib•: a�\ 12' fb CD Id Viet ::: .•� : :.,� �,12AV 3r etw Nay Fg 20P ?r `mow y r V ^ 4 tali • , / ' _ •�� anon• � �" � ten' / / � _. $j .. 4i-WQiE F." / - m I N32.4rOrW 120.00 I Urr m el . - Atli Legal Description °t�"•� o .� ° •,,q Con&actor Appronel Dock R afrBoatiift , n °'" Lot 18 Block 5 ❑w Needed nxr PAN RE —PLAT OF TR C MIAMI SHORES BAY PARK ESTS * = ❑ Final Approval 1500 NE iQ3 street Plot Book 64 Page 97 d' Miami Sho florido 3313E - DynortJe Erlghrertg 5'ax+oora� .6e. Dade County RIO,.% a - Signat>1re ura.. sa. sax Florida rti �4j0 L � .•�� ' + "" 'ma° e.,.. //>q►rrtlt"" Date «.K.........z ,..: ATTACHMENT B REQUIRED ITEMS FOR EMERGENCY AUTHORIZATION AND CLASS I PERMIT APPLICATION NO. CLI-2017-0495 APPLICANT NAME: Patrick Fraser PROJECT ADDRESS: 1500 NE 103ro Street, Miami Shores, Florida 33138 DATE: November 16, 2017 PROJECT MANAGER: Tammy Burton THE FOLLOWING SHALL BE SUBMITTED WITHIN 6 MONTHS OF COMMENCEMENT OF THE AUTHORIZED EMERGENCY WORK: . •. • •. - As -built plans that accurately represent the completed work signed an • • • • • • • P � 9 d �l@d by � Fltfrrda ...... Professional Engineer and with structural and zoning approvals from the loc,W I)Vgding and zoning authority. ...... - Permit fee in the amount of $595.00. • - Evidence of ownership of submerged lands and authorization for the use obit*. ubmergad lands ..:..' for the emergency work. • .. .. . .. ...... - Miami -lade County surcharge fee in an amount to be determined. ...... 410 . . . . ...... .... % r MAXIMUM STRESS IN TIMBER DECK Residence: Fraiser Location : 1500 NE 103rd St Municipality: Miami Shores, FL Drawing Ref: Date: 11/13/17 _ Specific Data _ LL - Live Load M 60 psf DL - Dead Load 8 psf Joist Calculations - Double 2x8s jw Joist Width (in) jd - Joist Depth (in) ZJ - Joist Section Modulus (in A3) jwl - Width of Load / Joist (ft) Fb - Bending Cf - Size Fact. - (12/jd)^(1/9) Cfu - Flat Use Fact. Cr - Repetetive Fact.(joist only) Cm - Wet Service Factor Ch - Shear Factor Fb'- FbxCfxCfuxCrxCrxCmxCh Cd - Duration Factor cl - Centerline Dist. between Piles (ft) d - Pile Dia. (in) W = ((LL + DL) x jwl) / (Cd) _ span=cl -d -b= M = ((span)^2 x W) / 8 = Fb=(Mx12)/(ZJ)= 673.64 < 1078.74 31 in 7.251 in 26.282inA3 1.74 ft 1200 psi, 1.057587 nom s - inA3 Fb-psi 2x6 7.563 1200 2x8 13.141 1200 2x10 21.391 1200 2x12 31.641 1200 3x6 12.604 1200 3x8 21.901 1200 3x10 35.651 1200 3x12 52.734 1200 T 413, NDS 1 All Adjustment Factors from 1 Table 4B of NDS (pg 31, 1997 ed.) 0.85 CCA Treated 1078.738 psi 1.25 7 days per appendix B _ 12.5;ft 12 in Joist Shear Calculations 94.656 Ibf/ft fv - Allowable 90 psi 11.17 ft V=(span x jwl x (II+DL))/2 660.6 Ibf 1475.38 ft.lbf Fv=(3xV)/(2 x jw x jd) 45.56 psi 673.64 psi 45.56 < 90 Fv<fv, OK Fb" < SA, O.K. Substringer Calculations - 3 x 10 and 2x10 substringers b Substringer Width (in) 4' in sd - Substringer Depth (in) i 9.25 in ZS - Substringer Section Modulus (in A3) 57.042� inA3 swl - Width of Load / Substringer (ft) 6.25,ft a - Max Length of Substringer (ft) 9.58°ft Fb - Bending 1200 psi, T 4B, NDS Cf - Size Fact. - (12/sd)^(1/9) 1.029343 Cfu - Flat Use Fact. 1 All Adjustment Factors from Cr - Repetetive Fact.(joist only) Cm - Wet Service Factor Ch - Shear Factor Fb'- FbxCfxCfuxCrxCrxCmxCh Cd - Duration Factor W = ((LL + DL) x jwl) / (Cd) _ span =a= M = ((span)^2 x W) / 8 = Fb=(Mx12)/(ZS)= 821.07 < 1049.93 1 Table 4B of NDS (pg 31, 1997 ed.) 0.85 CCA Treated 1 1049.929 psi 1.25 7 days per appendix B 340 Ibf/ft John H. Omslaer, P.E. 9.58 ft FL License #52733,E6#2682$`�`��, 3902.94 ft.lbf Dynamic Engineering SolutiD rSC. Yr': 821.07 psi 351 S Cypress Rd, Suite e Fb < SA, O.K. Pompano Beach, FL 330 . Sti ONAL 8,111110 MAXIMUM STRESS IN TIMBER DECK Residence: Fraiser Location : 1500 NE 103rd St Municipality: Miami Shores, FL Drawing Ref: 0.00 Date: 11/13/17 Specific Data LL - Live Load 60 psf DL - Dead Load 8 psf Check Stringers For Deflection L = span = cl - d - b = W = ((LL + DL) x jwl) / (Cd) _ E = Mod of Elasticity jw Joist Width (in) jd - Joist Depth (in) I = (jw x jdA3) / 12 delta=(5xWxLA4)/(384xEx1) L/360= delta <<< U360 134.00 in 7.89 Ibf/in 1760000 Ibf/inA2 3.00 in 7.25 in 95.26953 inA4 0.197496 in 0.372222 in O.K. in Deflection Fastener Specifications - Double Shear at piling Fastener Type at Piling 1" ru Bolts n - Number of Fasteners at Piling 21 Cap - Capacity 2780i Ibf, per t 8.3A A - Supported Area Cm - Wet Service in Shear Load = ((LL + DL) x A) / (Cm x n) 2780lbf > Fastener Specifications - Single Shear Fastener Type at Drop Hanger n - Number of Fasteners Cap - Capacity A - Supported Area Cm - Wet Service in Shear Load = ((LL + DL) x A) / (Cm x n) 1680 Ibf > L5 8 ft^2 0.85 2395 Ibf 2395 Ibf, O.K Double Shear@ Pile Thru Bolts - Z perpendicular - T8.3A 0.625 0.75 1 1.5 1130 1330 1530 2.5 1345 1620 2155 3.5 1560 1910 2780 `3 4 Wedge Anchors � 2 1680 Ibf, for per 8.2E �--30.00� ft^2 0.97 1051.546 Ibf 1051.546 Ibf, O.K Single Shear Wedge Anchors - Z arallell - T8.2E 0.5 0.625 0.75 1.5 660 930 1270 2.5 750 1170 1560 3.5 750 1170 1680 John H. Omslaer, P.E. 611 j l i ji/ FL License #52733, 2 Dynamic Engineer, X 351 S Cypress $gyp 36 Pomoano Beach:FL 06 1 7 PA. .. 10 ^= OF Lv bing maps 1500 NE 103rd St, Miami Shores, FL 33138 Sup N SujMotef '+�' NE 1111h St Z NE 110th Tenucr • • T 2 j NE-ItOth St N O k • • • • • • • • •. • Q M y i Nt 109th St 2 • � wEA01Zst atOi. r a std¢ terrace o ,EQuy •••••• • �i•••• _ Nk 105th St •••••• •• • ••••• b Bing ' �CSa NE pJath St G) NE1G2ndSt • • •••••• • i1 1500 NE 103rd St • • • •.• • • • • NL Olst St Miami Shores, FL 33138 • • • • • • • ti • �t,om Sltones 1 • • • • Coma), dub 2 NE y)tn St a Q NL 9rb � S. y t S NE 9701 St 2 NL 96111 St NE 9Sttt St NE titth St m 1 - NE 93rd St S NE 92nd St, D NE 911t'erWe -1000 feet _ .250 mti O 2017 HERE LOT 19 BLOCK 5 I tl7 . ti Q: ABB EVIATIQJ�8; - SWCSSIDEWkLK, CBS -CONCRETE BLOCK STRUCTURE. CLF=CHAIN LINK FENCE PL-'PROPERTY LINE, DUE -DRAINAGE UTAJTYEASEM ENT, IP-IRON PIPE.' F=FOUND• A/C -AIR CONDITIONER PAD. P/C -PROPERTY CORNER, D/H*DRILLED HOLE, WF-WOODEN FENCE RES=RESIDENCE, CL-CLEAR, Re-REBAR, UE*UTFLnY EASEMENT. CONC-CONCRETE SLAB. RAN -RIGHT OF VAY, DE -DRAINAGE EASEMENT. CA --CENTER LANE, O.OIAMTER TYP-TYPICAL M-MEASURE'D. R=RECORDED• ENCR=ENCROACHMENT, COMP -COMPUTER• ASH -ASPHALT N/0-NAIL 3 DISC, S-SET, FEE -FINISH FLOOR ELEVATION, O/S-OFFSET' PIA -POKER POLE, OHP=OVERHEAO POWERLINE, Wu1=µmTER METER . WOODFENCE= MASONRYML-I I I I I ELEVATION BASED ON LQC. # 3250 S NOT VALID UNLESS EMBOSSED WITH CONCRETE-` • ,- • • � � M& E. B-50 ELV. 10. 02 TYPE OF SURVEY: BOUNDARl SURVEY SURVEYOR'S SEAL MAINTENANCE6DRAINAGEEASEMENT-MSD.E CBM# t SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURL A AND RATS)=D SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NO T COVERED BY PROFESSIONAL LIABILITY INSURANCE 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. b). UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC, VERTICAL DATUM _OF-.1929— .7.) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS IVOY SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OFTHIS COUNTY. S). CONTACT.THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDE7 REVISED: INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties, BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE.OF SAID P$' 64 PAGE 97 2 2017 LOCATION SKETCH SCALE: NTS . ...... . ..... •••••• •• • •••• 120' • .. .. . .. ..... m •••••• u`) co 4 rr) •• • • ..... m • I 'rA 2�5' G7 r EY DATE 3L p, . ^ ,FLIT 4ER-' O r.I",IP1-If`I : N E I H AF�� IjN Y rt_ < a. I�4TIQ115 CERTIFIED TO: PATRICK FRASER PROPERTY ADDRESS: 1500 N.E. 103RD-:—ko, MIAMI SHORES, FL. 33138. LEGAL DESCRIPTION: LOT 18 BLOCK 5 OF REPLAT OF TRACT IICr' MIAMI SHO FS SAY PARK ESTAIRS SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 64 AT PAGE 97 OF THE PUBLIC RECORDS MIAMI-DADE COUNTY, FLORIDA I HEREBY CERTIFY That the survey represented theteon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA#5924 SINCE 1987 BLANGO SURVEYORS ING. Engineers - Land Surveyors - Planners - LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865-1200 E..Mall: blanemurveyorslnc@yahoo.com Fax: (305) 865-7810 curve: VE SUFI 0306 COM SCALE: DWN /13 •I-_qn• I L DATE: 9 / 11 NITY# 120652 JOB No 13-259 See attached survey supplied by owner for exact property information. _ LOT S32.42106" E 120.00' x 4' WIRE F. • oa' 0. cry .. Z3�.i8' wLiiool-c1 2�04' 66.60, EATER 6.65' in J. 2.4 to N ::: :...1_ .. „ : cir. n b �'. Y` t. :4 - 1 N Lti { n4� _ •2,1 hj;, r 48.30 �'WOOD a ° u x v 4MF7' ��- v 4' WIRE F. m N,32.42'OVW 120.00' o o 0 t ar 17 v BLOCK 5 h _aap- i2.. .3 st.F►- .. _ f. As DOCK NOTE: Re -drive (1) existing 1270 wood dock pile, reconstruct dock to previous dimensions 9'-7" wide x 40' long using (6) existing dock piles. Provide and install one 10,000 lb Golden Boat Lift supported by (2) existing dock piles and (2) existing boat lift support piles. �. \ Site 'Plan :...% \ (Existing 6-CAMens) • \ 27' Scale: ri :. 2U• • • • ....•. •. • • • • See Dock Note \ i 9'-7" • • • • • • • • ---- 0-----+-----�� t r� •• ` J 40' — \ 12' Sy / 90' -� 12'-6ID � �- / 41'-5" . 7pD Leal Description ��```'►,+�0ps�`°,, Lot 18 Block 5 RE —PLAT OF TR C MIAMI SHORES BAY PARK ESTS _ 1,33 Plot Book 64 Page 97 Dade County Florida _, c Rr,• Contractor Approval ❑ Changes Needed ❑ Final Approval Signature w'P" Dock Repair tlift T Pa rick roser DATE 1500 NE 103 Street 11.11.2017 Miami Shores Florida 33138 PLOT 240 Dynamic Engineering Solutions, Inc. E.B. 126829, License 152733 DWG No. 351 S. Cypress Road, Suite 303 15W SP 240 Pomppano Beach, Florida 33060 DIRECTORY (954) 545-1740 SEM Doeka John H. O1 RE Sh••t 1 See attached survey supplied by owner for exact property information. 00' .-- ^! N \ tj 23t36' 12.00 0.� .`� Jam..•• L' •�. .�(s Cd car 19 BLOCK 5 S32'42'OVE 120.00' fifi.60' N.32'42'060W 120:00' Lar 17 BLOCK 5 4'%REF.. 427' - 4' WIRE F. Legal Description Lot 18 Block 5 RE —PLAT OF TR C MIAMI SHORES BAY PARK ESTS Plot Book 64 Page 97 Dade County Florida DOCK NOTE: Re —drive (1) existing 12"0 wood dock pile, reconstruct dock to previous dimensions 9'-7" wide x 40' long using (6) existing dock piles. Provide and install one 10,000 lb Golden Boat Lift supported by (2) existing dock piles and (2) existing boat lift support piles. Site:PMn :...:. �• �:• (Proposed •C1?t"tbns) ; ; • • � 27' Scale: f:r.�7U' :•'••' .. ..• \40' •••••• •• • •• •• • �. \ 12 90' 12'-6 j 37' / 0 g A Yf� L1:ff- %Contractor Approval Dock Repair�Boatlift WART DWN �'� Changes Needed Patrick roser DATE t Final Approval 1500 NE 103 Street 11.11.2017 Miami Shores Florida 33138 PL07 Dynamic Engineering Solutions, Inc. 240 E.B. 126829. License 152733 DWG No. 351 S. Cypress Road, Suite 303 1500 SP 240 Signature Pam ano each, Florida 33060 (95 p545-1740 SEMCt7oeks N `AFL. ' + '��Date John H. Omslaer, P.E. Sheet 2 �//ll)lltli4�'� E 5 Existinq 12"0 wood Existinq 12"0 wocd Section A -A Fnaming Plan Scale 1,147= 1'-0" ENGINEERS PILL Ar!,TTI ; Test pile shall be removed and re —driven to required capacity, Qj 12.13.2017 Notes per Engineer REVISIONS 7" 1. 2x6 "Ultra' wood decking with (2) 110x2-1/2" S.S. Wood Screws per stringer 2. Double 2x8 stringers 0 24" max spacing 3. 3x1O & 2x1O substringer with (2) 110 thru bolts ® piles 4.. Hurricane strap Simpson H2.5A with (5) 8d nails each end 5. 4x12 drop hanger with (2) J10 wedge anchors into exis��E1iti�►lfr>;. seawall cap (minimum embedment = 4") 6. 3x10 substringer with (2) J" lag bolts into drop �n (minimum embedment = 3") = m Contractor Approval Dock ReatO^JStree!t ❑ Changes Needed Patrickoser ElFinal Approval 1500 NE Miami Shores Florida 33138 Dynamic Engineering Solutions, Inc. E.B. 126829, License 152733 351 S. Cypress Road, Suite 303 Pompano Beach, Florida 33060 (954) 545-1740 John H. Omslaer, P.E Signature Date DATE 11.11.2017 PLOT 48 DWG No. 1500 0etans 48 DIRECTORY 1 Shoot 3 1 5 5 Existing 1210 wood Existinq 1210 wood Section A -A Framing Scale 1/4'= 1'-0" 7" ...... .. . .. • . . • • • • • • • • • • •• • • 1. 2x6 "Ultra" wood decking with (2) 110x2-112" S.S. Wood Screws per stringer 2. R8 stringers ® 24" max spacing J. M2 substringer with (3) J10 thru bolts ® piles 4. Hurricane strap Simpson H2.5A witth (5) 8d nails each end 5. 412 drop hanger with (2) J"0 wedge anchors into existing seawall cap (minimum embedment = 4") 6. MO substringer with (2) J" lag bolts into drop hanger (minimum embedment = 3") Contractor Approv ❑ Changes Needed ❑ Final Approval Signature Date • Dock Repaivro;r Boatuft Patrick 1500 NE 10J Street Miami Shores Florida 33138 Dynamic Engineering Solutions, Inc. E.B. 126829, License 152733 351 S. Cypress Road, Suite 303 Pomppano Beach, Rorido 33060 (954) 545-1740 John H. Omsloer, RE DSN I DWN WRT . GATE 11.11.2017 PLOT DWG No. 150o Details 48 DIRECTORY SE11 Doe' Sh"t 3 Existing Concrete Seawall with individual batter piles and caps to remain 1. 2x6 "Ultra" wood decking with (2) 110x2-1/2" S.S. Wood Screws per stringer 2. 3x8 stringers ® 24" max spacing J. 3x12 substringer with (3) J10 thru bolts ® piles . _.7 4. Hurricane strap Simpson H2.5A witth (5) 8d nails each end 5. 4x12 drop hanger with (2) J10 wedge anchors into existing seawall cap (minimum embedment = 4") 6. 3x10 substringer with (2) J" lag bolts into drop hanger (minimum embedment = 3") 40, 12'-6" 12'-6" 3' .. see go* ...... .... ' 1 41 2 2 • MHW 1.81 ' NGVD 3 3 3� 3 Dock Section Scale 1/47= 1'-0' MLW —0.20' NGVD Existing Berm - - ZTo Remain __ — — ... .. ...... . ... .. ... .. .. . . . .. ... . .. . ... . .. ... .. . ... .. . . 06 ... . . .. �l`ttiltlf,�, ®Alf Contractor Approval D5N pp Dock Repair Boa tlift wRT ❑Changes Needed Patrick roser DATE 1500 NE 103 Street +1.11.2017 O Final Approval w• Miami Shores Florida 33138 PLOT 46 Dynamic Engineering Solutions, Inc. DWG No. m E.S. 126829, License 152733 1500 Details 48 Signature 351 S. Cypress Road, Suits 303 DIRECTORY %? Pompano Beach, Florida 33060 ..a ! (954) 545-1740 SEM Dacb ti �(�'�-y'� `'. •�Y_;3,"~' Date John H. Omsloer, P.E Sheet 4 9.. 1 4" Did. Schedule 40 Galvanized Dr Top Beam Channel 2 eac 6H x .17 and 2.5W x .2, 153" Over All Lengt Adjustable ant -corrosive stainless steel pile mount brackets with (2) J" min. lag bolts into new piles (min embedment = 4") (1 Power 1)120V/20A 240V110A Motors J" Carriage Bolts Connection Detail 9'-7" (8) 2" Extruded 6061-T6 Aluminum Bridges Top Beam Channels 2 each 6H x .17 and 2.5W x .29 153" Over All Length 0 (4) J" x 30' Stainless Steel Cable (2 Part) Cradle I -Beams (2) Each 8H x .23 and 5W x .35 150" Over All Length O 12' 10,000 lb. Golden Boat Lift fl PVC Guide Poles Section with Dock and Boat Lift (10,000 lb Golden Boat Lift) Boat Lift Section See Connection Detail I (4) �," x 30' Stainless Steel Coble .'�(2 Part) MHW 1.81 ' NGVD MLW -0.29' NGVD T' Cradle I -Beams (2) Each f . •� 8H x .23 and 5W x .35 ,-`' 150 Over All Length �-'' '•,� ❑ Changes Needed ❑ Final Approval Signature 1 -�" Dia. Schedule 40 Galvanized Drive Shaft See Connection Detail Dock RepairlBoatlift Pa rick Fraser 1500 NE 103 Street Miami Shores. Florida 33138 Dynamic Engineering Solutions, Inc. E.B. 126829, License 152733 351 S. Cypress Road, Suite 303 Pompano Beach, Florida 33060 (954) 545-1740 John DSN DWN WRT DATE 11.11.2017 PLOT 48 DWG No. 15W DetaAs 48 DIRECTORY M Docks Sheet 5 GENERAL NOTES: 1. Construction to follow the Florida Building Code 5th Edition (2014) 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 and all subcontractors are responsible for all lines, elevations, and measurements in connection with their work. J. 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 unanticipated 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. 7. 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 shoring 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. PILE DRIVING: Dock Notes: 1. Wood piling to be 1210 minimum 2.5 lb CCA treated in accordance with AWPA standard C18 2. Piles to be driven a minimum of 8' into berm with a minimum bearing capacity of 10 tons J. Piles to be driven with a drop hammer or gravity hammer. The hammer weight shall not be less than 3,000 w w Ibs and the fall shall not exceed 6 feet w w w w w w 4. All Decking materials to be grade 11 unless otherwise noted. All framing materials to be pressure treet V.0 w • 0• • • southern pine, grade 2 or better, min. Fb = 1450 psi 000000 ; • • 5. All hardware to be galvanized or stainless steel unless otherwise noted •••• •' "• ...... .. . ... .... . .. ... wwwwww • Decking Mah � Stringer Feckin • • • • • • • • SJS Bolts ®center of piles E E-- rL _ T U Substringer Pile Connection Detail Bolt Diameter 1/2e 5/8e 3/4" 1" E= End Dist = 4D 2 2 1/2e 3 4 L = Edge Dist, Loaded = 4D 2 2 1/2" 3 4 S= Spacing = 4D 2 2 1/2 3 4 U = End Dist, Unloaded = 1.5D 3/4 15/16 1 1/8 1 1/2 E --I �_l r 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. L J J. Piles shall be driven -to required capacity a minimum of 8' into berm. 4. Piles Piles shall be driven with a drop hammer or gravity hammer provided the hammer shall weight no less than 3,000 pounds, and the fall of the hammer shall not exceed 6'. 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. NDS Bolt Spacing Requirements KM IWI win M I Drop Hanger Detair_n` L S DSN I DWN WRT DATE 11.11.2017 PLOT 48 DWG No. 7500 Details 48 DIRECTORY SEM Docks Sheet 6