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DOCK-13-1522Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 206421 Scheduled Inspection Date: February 10, 2014 Inspector. Rodriguez, Jorge Owner: PUYANIC, DAVID Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Permit Number: DOCK -7 -13 -1522 Permit Type: Dock Inspection Type: Framing Work Classification: Addition /Alteration Phone Number Parcel Number 1132050270580 Contractor: SOUTHEAST MARINE CONSTRUCTION INC Phone: (954)630 -2300 comments DOCK AND BOAT LIFT INSPECTOR COMMENTS False Inspector Comments Passed r CREATED AS REINSPECTION FOR INSP- 206387. No record of CREATED AS REINSPECTION FOR INSP- 199030. NEED TO PROVIDE PILE CERTIFICATION BY SPECIAL INSPECTOR. Failed ❑ STRUCTURAL CONNECTION OF THE WOOD BEAMS AND JOIST ARE IN COMPLIANCE WITH THE REQUIREMENTS OF FBC, 2010 Correction ❑ No record of framing inspection approval. Remove decking several places Needed for inspection e- � Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 07, 2014 For Inspections please call: (305)762 -4949 Page 23 of 44 Pile Log Customer: David P 9259 N. Bayshore Dr. Miami Shores P I L E D E P T H I N F E E T r 1 e F E i C. 1a 11 12 13 14 15 16 17 18 19 20 Engineer: Dynamic Engineering Solutions, Inc. John H. Omslaer, P.E. 950 N Federal Highway, #21 Pompano Beach, FL 3306 � 6 FL License # 52733, EB # 268 Main dock + little dock Pile # & # of blows per ft Cluster piles D1 D2 D3 D4 D5 D6 D7 D8 P9 P10 P11 P12 D1 D2 r..1 1 M 2 M 3 ('1 a M 5 M F Piles = CCA Wood R = Driven to Refusal `{, I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 208638 Permit Number: DOCK -7 -13 -1522 Inspection Date: March 11, 2014 Permit Type: Dock Inspector: Rodriguez, Jorge Inspection Type: Final Owner: PUYANIC, DAVID Work Classification: Addition /Alteration Job Address: 9259 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: SOUTHEAST MARINE CONSTRUCTION INC Buildina Department Comments Phone Number Parcel Number 1132050270580 Phone: (954)630 -2300 DOCK AND BOAT LIFT Infractfo Passed Comments INSPECTOR COMMENTS False Inspector Comments ' Passed CREATED AS REINSPECTION FOR INSP - 206422. CREATED AS REINSPECTION FOR INSP - 194830. Must pass framing and final derm No permit on site Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 March 11, 2014 Page 1 of 1 Pile Log Customer: David P 9259 N. Bayshore Dr. Miami Shores L E D E P T H 1 N F E E T 1 1 1 1 1 1 1 1 1 1 Main dock + little dock Engineer: Dynamic Engineering Solutions, I John H. Omslaer, P.E. 950 N Federal Highway, #221?"� Pompano Beach, FL 33062 FL License # 52733, EB # 26829 Pile # & # of blows per ft Cluster piles U1 UZ U3 U4 D5 D6 U7 D8 P9 P10 P11 P12 D1 UZ CL1 GLZ GL3 CL4 CL5 GL5 1 1 2 1 1 2 1-21-2 1 3 1 1 1 1 2 1 1--T--2--J 2 2 1 1 1 2 2 —3T 2 2 2 3 3 2 5 4 5 5 4 2 5 3 4 5 6 3 4 6 7 7 6 3 6 5 4 8 10 8 8 1 Piles = CCA Wood R = Driven to Refusal Miami -Dade County DERM COASTAL RESOURCES SECTION OO 1NTY Class I Final Insaection Report Permit Number: CLI- 2012 -0225 Contractor: Southern Marine Construction, Inc. Project Name: Puyanic Date: October 9, 2013 Location: 9259 N. Bayshore Drive Miami Shores, FL 33138 Time: 11:15 Waterway: Biscayne Say Ins ecto (s : Felix Alvare t Kirk Lina1 e I. P-ERMITTED PROJECT: A. WORK & DIMENSIONS: • Removal of an existing 6 foot wide by 40 foot long finger pier, two bumper piles, and one dolphin pile cluster. • Removal and replacement of a 7 foot wide by 12 foot long viewing platform (St square feet) located between 11.5 and 23.5 linear feet from the north property line and sorted by 2 wood piles. • Installation of a 3 foot high 3 tier rope railing along the north, east, and south sides of the proposed marginal viewing platform. • Removal and replacement of a 6 foot wide by 40 foot long wood finger pier (240 square feet) located between 52 and 58 linear feet from the north property line and supported by 8 wood piles. Said finger pier shall have a 3 foot high 3 tier rope railing along the north and south sloes out to 23 feet waterward of the seawall cap. • Installation of a 16,000 pound capacity cradle boatlift along the north side the proposed finger pier located between 24 and 36 feet waterward of the seawall cap and between 38 and 52 linear feet from the north property line. • Installation of 1 dolphin pile cluster 75 feet waterward of the seawall cap and located at 53.5 linear feet from the north property line. • Replacement of 1 dolphin pile cluster 75 feet waterward of the seawall cap and located at 75.5 linear feet from the north property line. • Installation of 1 mooring exclusion pile 23 feet waterward of the seawall cap and 67 linear feet from the north property line. B. REQUIRED MITIGATION: • N/A Page 1 of 5 CLI- 2012 -0225 I1. COMPLETED PROJECT: A. WORK & DIMENSIONS: • The submerged debris required to be removed has been removed. • All work as per final approved plans with minor deviation. B. MITIGATION STATUS: • NIA ill. NOTESIRECOMMENDATIONS: The authorized structures have been installed in substantial compliance with the above referenced Class I permit. Recommend closure of the file. See attached photo card and site sketch. � 2 ATTACHMENTS: ADD'L NOTES ❑ PHOTOS ® SITE SKETCH ®� Site Sketch _ 0��-- NTS f— N Biscayne Bay 1 —25' Boatlift • —25' 11.9'Lx7.3'W 86.7 sq ft • • 24' 1 23' ~ZS, f- 11.6 ► 40.4'Lx6.I'W 246.4 sq ft -o 17.5' *4 7.5' ► Uplands 9259 N. Bayshore Drive Page 2 of 5 CLI- 2012 -0225 Page 3 of 5 CLI- 2012 -0225 Figure 4 — View is from the dock towards the north Page 4 of 5 CLI- 2012 -0225 i WAI Figure 6 — View is from the north property line towards the south Page 5 of 5 CLI- 2012 -0225 ` 9 Miami Shores Village Building Department Ju ®.9 013 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 -� _ INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 �J BUILDING PERMIT APPLICATION Permit: No. Master Permit No Permit Typ . BUILDING ROOFING JOB ADDRESS: ` Zsi lV. ��vL� ✓2 �r , City: Miami Shores County: Miami Dade Zip: 33j 3 Folio/ParceW t ( ^ 3 C, z -I -- Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple -- Titleholder): Phone #: � 50:5 - 3(0a-- Zc0 O 0 Address: TZ A Z% City: 1N� . �,�.. , ' kd ✓Q� State. Tenant/Ussee Name: Email: &A- CONTRACTOR: tC . ompany Name: 5004e C, Y -',+- V 1 0 0 %A e Quit �J-* Phone #: ? S� 6 3 o 2•' 0 / Address: 't K; 3 city: GU k< (X 1' (0 ✓t @ ✓ lz-, State:. Zip: 3333 �{ Qualifier Name: c7��1(G -� VUq c ,D0 ►2 V (t/ Phone #: T S"q - (0 10 • -2-SQ7 State Certification or Registration #: CG C'0 (0 0 q (P 7 Certificate of Competency #: Contact Phone#: T S4- Y 2--Z. • T ( (Q ko Email Address: i 6 (s�. C2 R 1� ' CIC�✓t/1 DESIGNER:. bth'tect/Engineer: i✓l o vu L C'rLrl: A 2 t ✓ I d sf) Phone #: `/ S��%' S �� - l -7YO Value of Work for this Permit: $ S-0 1 Co 00 SquareALinear Footage of Work: Type of Work: ❑Addition ❑Alteration,, ) Ne(w,p �epair/Replace ❑Demolition Description of Work :_ Cf Color thru tile: Submittal Fee $��" Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Educadon Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $�_ ' GWo Bonding Company's Name (irapplicabIle) Bonding Company's Address I� City State Zip Mortgage Lender's Name (if applicable) N M_ Mortgage Lender's Address City State 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 most be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER °S AFFIDAVIT: I certify that all the foregoing information is accpmte 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 EM PROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONMENCEMENT." Notice to Applicant: As a condition to the issuan h of a building penntt wft)r an estimated value exceeding $25 the applicant must promise in good faith that a co f flue notice commencement and construction lien halt, broc /uue will be delivered to the person whose property is subject to a Went AIs certified copy of the recorded notice of commencement must be posted at the job site for the first inspection 1t, chi o curs seve j days after the building permit is issued In the absence of such posted notice, the inspection will not be prove and a ' ,section fee evill be charged. O_gent Contractor The foregoing i "ment was acknowledged b'mjfore me this The foregoing instrument was acknowledged before me ft E d� uyof �» 9- --= )t7Vt t� R'y�/�rrltc,. day of ^r•/(" 28( by 04%jg ✓ r#c_ )0riaCr0 who is personally known to me �efr who has produced ' who is personally known or who has produced ?dfid-entification and who did take an oath. as identification and who did take an oath. Sign: Print: 0/1 A_'� (7) ( (1 q ` e My Commission Exp ON) •. MAX D. �,� MY COMM 8 EE 8355M EXPIRES: January 17, 2017 Balled Thtu Mfty Pubk Ur derwk APPROVED BY Plans Examiner ( Structural Review (Revised 3 /1212012)(Revised 07 /1tUtt7)(Revind 0fd14/z M)(Revised 3/15109) NOTARY PUBLIC: Print: i.?%, /(ice My Commission Expires: �r 471*r � R � bora �04115 �00 - --- * - Wing Cle rk t Nam ARECOMED COPY MUST BE POSITM ON TAE JOB MEAT TM OF FIRS!' INVECTION ' I 74! , t STATE OF FLORIDA COUNTY OF DADE TAX FOLIO NO. THE UNDERSIONED hereby gives notice that improvements will be made to certain meal properly, and in accordance with Chapter 713, Florida Stamm, the following information is provided in this Notice of Commencement: OR pk 28545 Ps WM? v' Qps) . . - RECORDED 03/26/2013 x13 12 a 16:3x0 HARVEY RUWINY CLERK OF COURT MIAMI -FADE COUNTia FLORIDA LAST PAGE 1. Legal description of limp�ertyJand street _ address: I�7CQy Z_ UV,,, Pf3 Cjq -- Col.;, y( 0 *- S %3! !tee 130o� wle �/+ 94. a' 4.4. � ��(c7t�Qs f / 3JI? 2. Description of improvement: 3. Owner (s) name and address: (-)Q%lc. 6i TV-4!4t, t 2,' 13G ,13 �W, -D,- interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: 50 V+ he GL--.) 1 4 ✓ t !t A• Cb.iI S +ryL f d (q> vi t�o q [(c i t' 5T- $ ockrcta tcd N6 rt< F( 33335 5. Surety: (Payment bond required by owner from contractor, if any) • E r Fa_'JR! Y-, CCU 0 .IR iI .ff.l., Name and address: W, Amount of bond: $ n 2 _ M hI SS a har, and (f � 6. Lenders name and address: HARJE' RUV�N CLEP�F( f Sg0. �r • - Sri L�1�y�f $€rd Camp+ C0tft .. 7. Persons within the State of Florida designated by Owner upon'whom notices or otber documents may be served ads � �ed by Section 713.13 (1) (a) 7., Florida Statutes: Name and address: Av,Cj yO�11 ,G 17-A59 A. 6 -ys14rl him rivc vr}llpuo�►m�lavi��'ta .ton _ 8Jn addition to self, Owner designates the following person (s) o receive a copy of the 's Notice as provided in Section 713.13 (1) (b) 7., Florida Statutes: a different date is specified) Prepared by: tJ %tl l ywvi --t o 'S Swam to and sabscr*ed before me this a'Z day d±%, 20 Z Notary Public - Address: -5 07 T !s(yo ��"^f l y e- Print Notary's Name CJU l (tCrr�., !Z- vt f a S _2 coo.,./ t— C" r t< !— 1 ./3 y ?3 My commission Expi =: M=mz egAn of K&M A 1 i R Thomas Fmm104 3 � Commbdon iDD865129 Expires: MAR. 23, 2013 nnnman mom ATr.A"O. RONDING CO.. INC. WO F L I JW mule about th ate Fe�riy. we Son your new censo* a : 071, -WLAWr- Tax Amount Transfer fee .. N,SF Fee Petit 4?ria> Xe Coitectipn Cost Totai P1 27..00'. 0.00 0.:00 ;':0, OQ ` , {);.00 O. QO 27.00? ACOR�DP CERTIFICATE OF LIABILITY INSURANCE 11/2/2013 �D THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WANED, subject to the terns and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endomeme s . PRODUCER =CT Bateman Gordon and Sands 3050 North Federal Hwy Lighthouse Point FL PHONE FAX Ln. No. Fxn-954-941 -0900 IM No)-954-941-2006 A - PAIL /1/2013 INSURERS) AFFORDING COVERAGE NAIC 0 INSURERA:United States Fire Insurance Compan $1,000,000 PR ,E M S a oo mr a INSURED SOUMA3 INSURER B Zurich American Insurance $1,000 INSURER C -Travelers $1,000,000 Southeast Marine Construction, Inc 404 NE 38th Street #D Fort Lauderdale FL 33334 INSURER D: $2,000,000 GENL AGGREGATE LIMIT APPLIES PER: POLICY PR LOC PRODUCTS - COMP /OPAGG $1,000000 INSURER E: $ INSURER F: AUTOMOBILE LIABILITY ANY AUTO ALL AUTOS ED AUTOSULED HIRED AUTOS X AUTOS COVERAGES . CERTIFICATE NUMBER: 1403430143 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ow L TYPE OF INSURANCE AWL SUOR POLICY NUMBER PO CY EPF POLICY EXP LIMITS GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR X Ded: $2500 I 8611001838 /1/2013 /1/2014 EACH OCCURRENCE $1,000,000 PR ,E M S a oo mr a $50,000 MED EXP one ) $1,000 PERSONAL & ADV INJURY $1,000,000 Q €N €RAL AGGREGATE $2,000,000 GENL AGGREGATE LIMIT APPLIES PER: POLICY PR LOC PRODUCTS - COMP /OPAGG $1,000000 $ C AUTOMOBILE LIABILITY ANY AUTO ALL AUTOS ED AUTOSULED HIRED AUTOS X AUTOS BA31337059112SEL 5/2012 15/2013 Ea acrid nt $1,000,000 X 130PILY INJURY (Per person) $ BODILY INJURY (Per acddent) $ X PROPERTY nt) DAMAGE $ $ UMBRELLA LIAB EXCESS LIAR OCCUR CLAIMS•MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION S $ B WORKERS ��R���` YIN ANY PROPRIETORIPARTNER /EXECUTIVE❑ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) If yes, ft&Abe under DESCRIPTION OF OPERATIONS below NIA 959895801 11/2013 /1/2014 I X AN E.L. EACH ACCIDENT $110001000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E L. DISEASE - POLICY LIMIT $1 000 000 DESCRIPTION OF OPERATIONS I LOCATION I VEHICLES (Attach ACORD 101, Additional Ramaft Schedule, N more space Is raqulred) "*Class Code: 6006F - Marine Pile Driving Dods, Deck & Seawall, Jetty or Breakwater, Dike or Revetment Construction - All Operations to Completion & Drivers - Coverage under U.S.L&H Act"* C' Miami Shores 10050 NE 2nd Avenue Miami Shores FL 33138 -2304 ACORD 26 (2010105) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AD REPR ENTATNE C The ACORD name and logo are registered marks of ACORD All rkdit nerved. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: �� -152 ATE: I I_ � A cJ-4 rs'"'s Contractor o Owner o Architect Picked 2 sets of plans an Cher) 0 Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: - RESUBMITTED DATE: _ / — ) '� PERMIT CLERK Department of Regulatory and Economic Resources MIA E Coastal and Wetlands Resources Section ' 701 : NW 1st Court, Suite 400 Miami, FL 33136 -3912 305- 372 -6575 Class I Construction Permit Permit Number: CLI -2012 -0225 Issue Date: 08/01/2013 MAS RER Project Manager; Alex Roberts Expiration Date: 08/01 /2015 Permittee Contractor David Puyanic Southeast :Marine Construction, Inc. .9259 North Bayshore Drive 404 NE 38t' Street Miartti Shores, FL:33138 Oakland Park, Florida 33334 (305)3652600 License #CGC060467 :(954)630 -2300 .Bond Engineer Performance Bond: N/A John K Omslaer, P.E. License #52733 Mitigation il3ond WA Dynamic Engineering Solutions, Inc. BBEETF :Contribution. :N /A (954)54511 740 THE ABOVE NAMED PERMITTEE IS HEREBY AUTHORIZED TO PERFORM THE WORK SHOWN ON THE APPLICATION AND APPROVED DRAWINGS, PLANS, AND OTHER pOCUAMENTS ATTACHED HERETO OR ON FILE WITH THE DEPARTMENT AND MADE PART HEREOF; SUBJECT TO THE ATTACHED GENERAL _AND SPECIFIC CONDITIONS. Plans Entitled: Dock and Boat Lift David Puyanic :9259 North Bayshore Drive Miami Shores, Florida 33138 Date Signed and Sealed: 3/1:4/2013 Project Location: 9259 North Bayshore Drive, Miami Shores, FL 33138 Project : - Removal of an existing 6 foot wide by 40 foot long finger pier, two bumper piles, and one dolphin pile Description: cluster. Removal and replacement of a:7 foot wide by 12 foot long viewing platform (84 square feet) located between 11.5 and 23.5 linear* feet from the north.property line and supported by wood piles. Installation of a 3 foot high 3 tier rope railing along the :north, east, and south sides of the proposed marginal viewing platform. Removal and replacement of a 6 foot wide by 40 foot long: wood finger pier (240 square feet) located between 52 and 58 linear feet from the north property line and supported by 8 wood piles. Said finger THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION F CLI- 2012 -0225 Page: 1 of 8 t r pier shall have a '3 foot high 3 tier rope railing along the north and south sides out to 23 feet waterward of the seawall cap. Installation of a 16,000 pound capacity cradle boatlift along the north side the proposed finger pier located between 24: and 36 feet waterward of the seawall cap and between 38 and 52 linear feet from the north property ine. Installation of 1 dolphin: pile cluster 75 feet waterward of the seawall cap and .located at 53.5 linear feet from the north property line. - Replacement of 1 dolphin pile cluster 75 feet waterward of the seawall cap and located at 75.5 linear feet from the north property line. - Installation of 1 mooring exclusion pile 23 feet waterward of the seawall cap and 67 linear feet from the north property line. Attach hment A; Mooring Prohibited Area THIS PERMIT AND PLANS SHALL BE KEPT ON SITE A DURING ALL PHASES OF CONSTRUCTION 1_ CLI- 2012 - 0222.5 Page: Z of 8 Specific Conditions 1. The existing marginal dock and finger piers to be removed and/or replaced must be properly: stored, or disposed of in accordance with all federal, state, and local regulations within 30 days of issuance of this permit. 2 Due to shallow water depths and the presence of benthic resources, a 3- tiered permanent railing measuring a minimum of 3 feet high shall be constructed along the north, east, and south sides of the viewing platform and along the north and south sides of the finger pier out to 23 feet waterward of the seawall cap. This condition shall: be satisfied within 30 days of the completion of the proposed work, and prior to the mooring of vessels at I the site. 3. The existing submerged debris must be removed and properly stored or disposed of in accordance with all federal, state, and local regulations within 30 days of issuance of this permit. 4. Due to. shallow water depths; vessels shall be restricted from mooring in areas designated as a "Mooring Prohibitted Area." Mooring of vessels anywhere along the area designated as a "Mooring Prohibited Area," Shall: be strictly prohibited.(See Attach.m. nt A). Failure to comply with this specific condition may be subject to enforcement by the Department. 5. A minimum of 1 foot of clearance shall be maintained at all times between the Bay bottom, and any existing benthic resources, and any vessels moored within the slip area(s) authorized by this permit. See General Permit Conditions. THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION . CLI- 2012 - 0225' Page: 3 of 8 General Permit Conditions 1. This permit must be kept on -site during all phases of construction. 2. All work shall be performed in accordance with the above referenced plans and in accordance with the attached specific and general permit conditions. if a General Con dibon(s) conflicts with:a Specific Conditions) in this permit document, the Specific Condition shall be the controlling condition for work authorized by this permit. 3. This permit only authorizes the work described in page 1 under Project Description. Any additional work in, on, over or upon tidal waters or coastal wetlands at the property shall require additional Class I approval. 4. Any deviation from the approved plans for this project shall be submitted in writing to, and approved by RER prior to the 'commencement of this project. The contractor and the permittee shall take whatever remedial action is necessary to bring the project into compliance with the permit and approved plans upon determination by RER that the structure is not in compliance with such. 5. RER 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 RER by calling (305) 372 -6575 or by submitting the attached Notice of Commencement of Construction via hand delivery, U.S. Mail; or facsimile at (305).372-6479. 6 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. 7. 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 0 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. 8. 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. 9 :Trimming or alteration of mangroves, buttonwoods or wetland vegetation other than what is authorized by this permit is prohibited. Work not authorized by this permit shall require additional Class I approval. 107 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 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 Inanager at RER at (305) $72 -6575 or by facsimile at (305) 372 =6479 a minimum of 72 hours prior to the subcontractor performing any work. Notification shall include the name of the subcontractor performing the work; he 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 by the Department. 11. The :contractor 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. 12. Turbidity controls (such as, but not limited to, turbidity curtains) shall be implemented whenever visible plumes are present to Ensure compliance with the water quality standards stipulated in Section 24- 42(3): of the Code of Miami -Dade County. Turbidity controls shall be employed and maintained in the. most effective manner possible THIS PERMIT AND PLANS SHALL: BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION WA CLI- 2012 -0225 Page: 4 of 8 to prevent turbidity from extending beyond the control mechanism in place. 13. Turbidity may not exceed 0 Nephelometric Turbidity Units (NTU) within the Aquatic Preserve or 29 NTU outside of the Aquatic Preserve, above background beyond the turbidity control device or 50 feet from any point of discharge. Turbidity levels shall be monitored. if the turbidity levels exceed the above standards, all construction shall stop and additional: turbidity controls shall be implemented. Work shall not resume until the contractor has implemented adequate 'turbidity control methods and has :received authorization from RER to 'recommence work. At RER's discretion, turbidity samples may be required to be collected in accordance with Section 24- 44.2(3) of the Code of Miami -Dade County. 14. 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 manatees) 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 RER (305) 372 -6864. 15. The contractor shall ensure that all vessels associated with the construction shall operate within waters of sufficient depth sous 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. 16. 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, RER shall require, at a minimum, restoration . and mitigation: 17. 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: 1:8: 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 RER, :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. 19::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 waming. 20. The time: allotted to complete the work for which this permit has been issued shall be limited to the period stipulated on the permit unless the permittee requests an extension of time from the Department in writing at least 30 days prior to the date of permit: expiration. Applications for extensions of time that are not timely filed pursuant to Section 24- 48.9(2)(b) of the Code of Miami- Dade:County will be returned to the permittee. 21. An application for Transfer of a Class I permit may be filed with RER at anytime prior to the transfer of property ::ownership up to 120. :days after the date: of transfer of fee simple ownership of the property that is the ubject 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 RER and shall not be processed if the.filed Application for Transfer is not fully complete in all respects pursuant to Section 24418.18, of the Code of Miami -Dade County THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION :A CLI- 2012 - 0225 Page:: 5 of 8 Within 120 days of the date of transfer of property ownership. 22; 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 the waterway. 23. 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. 24. 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 within the slip area(s) authorized by this permit. 25. , 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. 26. 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. THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURINGALL PHASES OF CONSTRUCTION CLI- 2012 -0225 It Page: 6 of 8 PERMIT NO.: PERMITTEWS. NAME: PROJECT LOCATION: PERMIT ISSUANCE DATE: CONTRACTOR NAME: PROPOSED DATE OF COMMENCEMENT: ANTICIPATED: DATE OF COMPLETION: :THIS PERMIT AND PLANS SHALL BE KEPT ON SITE DURING ALL PHASES OF CONSTRUCTION CLI -2012 -0225 Page: 7 of 8 CLI- 2012 -0225 Page: 8 of 8 PERMIT #. Miami Shores Village �r>>#oR� S E� PPROVED BY NING DEFT % 7X DG DEPT `. OR UBJECT 10 C(,NIPI -V'NCE Wl r'ri ALL FEDERAL STATE ANo C (_1.jN,'e HULES AND REGULATIONS ni shores Village ilding Department : 10050 N.E.2nd Avenue Miami Shores, Florida 33138 1 T e . 305 Fax: (305) 756.8972 MIAMI SHORES VILLAGE 131ALNOTICE TO BUILDING DEPARTMENT . IPLOYMENT AS SPECIAL INSPECTOR UNDER JUG THE FLORIDA BUILDING CODE I (UVa) have been retained by v k Uv m A < < ' to. perform special inspector services under 'the Florida Building Code at the ZS G S ka✓ project on the below listed structures as of (date). I am a registered architect or prof final engineer licensed in the State of Florida. PROCESS NUMBERS: SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (84404.6.1.20) . ❑ SPECIAL INSPECTOR FOR TRUSSES >36 LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.1 F ° ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 21224 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) o SPECIAL INSPECTOR FOR SOIL , FBC 13 SPECIAL INSPECTOR FOR PRECAST UNITS &NATTACHMENTS, FBC 11927.12 (R4405.9.12) � ❑ SPECIAL INSPECTOR FOR DERM Coas,31 Resoi.rces SOMicn . Note: Only the marked boxes -apply. Natural Resou-_es R�rub,,ion & Restoration The following individual s) employed by this norm re authorized repr entatives to pe►fo, rm inspecction°' (N RRRD) . 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 educati on 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. 1, (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. &, 1W. b Sign Sealed Engineer /Architect Jdm H, 6millaw, PE WA EBWW Name on ILI 0 212 (PO Pompano Baaah, FL 33162 Address ATE: Phone No. S Created on 6/10/2009 MAXIMUM STRESS IN TIMBER DECK Residence Location : '1'' Municipality:fti' Drawing ef: 9 Date: Specific Data LL - 60 psf DL - 8 psf Joist Calculations jw Joist Width (in) id - Joist Depth (in) ZJ - Joist Section Modulus (in "3) jwl - Width of Load / Joist (ft) Fb - Bending Cf - Size Fact. - (12fjd) "(1/9) Cfu - Flat Use Fad. Cr - Repetetive Fad.®oist only) Cm - Wet Service Factor Ch - Shear Factor Fb'- Fb x Cf x Cfu x Cr x Cr x Cm x Ch 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)"2xW) /8= Fb = (M x 12) / (ZJ) = 979.17 < 1078.74 Substringer Calculations b Substringer Width (In) sd - Substringer Depth (in) ZS - Substringer Section Modulus (in "3) swl - Width of Load / Substringer (ft) a - Max Length of Substringer (ft) Fb - Bending Cf - Size Fact. - (12/sd) "(1/9) Cfu - Flat Use Fact. Cr- Repetetive Fact.Qoist only) Cm - Wet Service Factor Ch - Shear Factor Fb'- Fb x Cf x Cfu x Cr x Cr x Cm x Ch Cd - Duration Factor W = ((LL + DL) x jwp / (Cd) span = a = M= ((span)"2xW) /8= Fb= (Mx12) /(ZS)= 758.21 < 1027.34 psf psf nom s- in " 3 Fb-psi 2x8 13.141 1200 2x10 21.391 1200 2x12 31.641 1200 3x8 21.901 1200 3x10 35.651 1200 3x12 52.734 1200 in 1.057587 3x6 12.604 1200 1 < 1n 0.85 CCA Treated 1 ft 1078.738 psi 1200 psi, T 4B, NDS 1.25 7 days per appendix B ft 1 12 in Joist Shear Calculations 72.53333 Ibf /ft ±'ft 10.88 ft V =(span x jwl x (II +DL)) /2 493 Ibf 1072.28 ft.lbf Fv= (3xV) /(2 x jw x jd) 68 psi 979.17 psi 1200 psi, T 4B, NDS 1.057587 AUG, 0 1 N13 1 All Adjustment Factors from 1 Table 4B of NDS (pg 31, 1997 ed.) 0.85 CCA Treated 1 ft 1078.738 psi 1200 psi, T 4B, NDS 1.25 7 days per appendix B ft 1 12 in Joist Shear Calculations 72.53333 Ibf /ft fv - Allowable 90 psi 10.88 ft V =(span x jwl x (II +DL)) /2 493 Ibf 1072.28 ft.lbf Fv= (3xV) /(2 x jw x jd) 68 psi 979.17 psi 68 < 90 Fv <fv, OK r Fb' < SA, O.K. r t f 1 1027.341 psi 1.25 7 days per 326.4 Ibf /ft 7.00 ft 1999.20 ft.lbf 758.21 psi Fb < $A, O.K. appendix B John H. Omslaer, P.E. FL License #52733,EB#26829 Dynamic Engineering Soons, Inc. l ' 950 N Federal Hwy., SLtke 212 Pompano Beach. FL 3306 l�(c% in AUG, 0 1 N13 in " In 3 DERM Coastal Reso s Urc;a Section Natural Resources Regula`ion & Restoration *ft Division (NRRRD) ft 1200 psi, T 4B, NDS 1.007197 1 All Adjustment Factors from 1 Table 4B of NDS (pg 31, 1997 ed.) 0.85 CCA Treated 1 1027.341 psi 1.25 7 days per 326.4 Ibf /ft 7.00 ft 1999.20 ft.lbf 758.21 psi Fb < $A, O.K. appendix B John H. Omslaer, P.E. FL License #52733,EB#26829 Dynamic Engineering Soons, Inc. l ' 950 N Federal Hwy., SLtke 212 Pompano Beach. FL 3306 l�(c% MAXIMUM STRESS IN TIMBER DECK Residence: Location Municipality:1 }` Drawing Ref 9 • Date: SpecificData':< .:::....................... ............................... LL - 60 psf DL - 8 psf Joist Calculations jw Joist Width (in) jd - Joist Depth (in) ZJ - Joist Section Modulus (in A3) *1 - Width of Load / Joist (ft) Fb - Bending Cf - Size Fact. - (12rd) "(1/9) Cfu - Flat Use Fact. Cr- Repetetive Fact.Goist only) Cm - Wet Service Factor Ch - Shear Factor Fb'- Fb x Cf x Cfu x Cr x Cr x Cm x Ch Cd - Duration Factor cl - Centerline Dist. between Piles (ft) d - Pile Dia. (in) VI/ _ ((LL + DL) x jwO / (Cd) _ span = cl -d -b= M = ((span)"2 x y) / 8 = Fb= (Mx12) /(ZJ)= 652.13 < 1078.74 Substringer Calculations b Substringer Width (in) sd - Substringer Depth (in) ZS - Substringer Section Modulus (103) swl - Width of Load / Substdnger (ft) a - Max Length of Substringer (ft) Fb - Bending Cf - Size Fact. - (12/sd) "(1/9) Cfu - Flat Use Fact. Cr - Repetetive Fact.0oist only) Cm - Wet Service Factor Ch - Shear Factor Fb'- Fb x Cf x Cfu x Cr x Cr x Cm x Ch Cd - Duration Factor W = ((LL + DL) x jwq / (Cd) _ span =a= M= ((span)"2xW) /8= Fb = (M x 12) / (ZS) = 686.64 < 1049.93 FINGER PIER :ate:; psf psf nom s - in " 3 Fb-psi 2x8 13.141 1200 2x10 21.391 1200 2x12 3x6 31.641 12.604 1200 1200 21.901 1200 3x12 52.734 1200 }r i in in 3x8 in "3 3x10 35.651 1200 rft 1200 psi, T 46, NDS 1.057587 1 All Adjustment Factors from 1 Table 4B of NDS (pg 31, 1997 ed.) 0.85 CCA Treated 1 1078.738 psi 1.25 7 days per appendix B ft 12 In Joist Shear Calculations 72.53333 Ibf /ft fv - Allowable 90 psi 8.88 ft V =(span x jwl x (II +DL)) /2 402.3 Ibf 714.14 ft.lbf Fv= (3xV) /(2 x jw x jd) 55.49 psi 652.13 psi 55.49425 < 90 Fv< %r, OK Fb' < SA, O.K. An AVOS 0 12013 'in "3 DERM Coastal Resource;; Natural Resou ces Recu'a; ion eC. �n ft & Restoration ft Division (A RRRD) x 1200 psi, T 46, NDS 1.029343 1 All Adjustment Factors from 1 Table 4B of NDS (pg 31, 1997 ed.) 0.85 CCA Treated 1 1049.929 psi 1.25 7 days per appendix B 272 Ibf /ft John H. Omslaer, P.E. 6.00 ft FL License #52733,EB#26829 1224.00 ft.lbf Dynamic Engineering Solutions, Inc 686.64 psi 950 N Federal Hwy., Suite 212 Fb < SA, O.K. Pompano Beach, FL 33062 /�� C MAXIMUM STRESS IN TIMBER DECK Residence: Puyanic Location: 9259 N Bayshore Dr Municipality: Miami Shores, FL Drawing Ref: 0.00 Date: 3/13/13 Specific Data LL - 60 psf 60 psf DL - 8 psf 8 psf Check Stringers For Deflection L= span = cl -d -b= 106.50 in W = ((LL + DL) x jwl) / (Cd) = 6.04 Ibf1in E = Mod of Elasticity 1760000 Ibf /in "2 jw Joist Width (in) 1.50 in id - Joist Depth (in) 7.25 in I = (jw x jd " 3)/12 47.63477 in ^4 delta = (5 x W x L "4) / (384 x E x 1) 0.120769 in L / 360 = 0.295833 in delta <<< U360, OK in deflection Fastener Specifications - Double Shear Fastener Type at Piling n - Number of Fasteners at Piling Cap - Capacity Ibf, pert 8.3A A - Supported Area Cm - Wet Service in Shear Load = ((LL + DL) x A) / (Cm x n) 1130 Ibf > � ft "2 0.97 1051.546 Ibf 1051.546 Ibf, O.K --7,. ly 1 AWS 0 12313 DERM Coastal ReSOL,CeS Section Natural Resou ces Regulat:on & Restoration Division (NRRRD) Double Shear Thru Bolts - Z Perpe ndicular - T8.3A 0.6251 0.75 1 1.5 1130 1330 1530 2.5 13451 1620 2155 Fastener Specifications - Single Shear at Wall Fastener Type at Piling n - Number of Fasteners Cap - Capacity Ibf, for per 8.2E Single Shear A - Supported Area � ft ^2 Wedge Anchors - Z arallell - T8.2E Cm - Wet Service in Shear 0.97 0.5 0.625 0.75 Load = ((LL + DL) x A) / (Cm x n) 736.0825 Ibf 1.5 660 930 1270 1170 Ibf > 736.0825 Ibf, O.K 2.5 750 1170 1560 3.5 750 1170 1680 John H. Omslaer, P.E. FL License #52733,EB#26829 Dynamic Engineering Solutions, Inc. 935 NW 31stAve., Suite D Pompano Beach, FL 33069 ��s MAXIMUM STRESS IN LIFT STRUCTURAL MEMBERS Residence: Puyanic Location : 9259 N Bayshore Dr. Municipality: Miami Shores, FL Drawing Ref: 0.00 Date: 3/13/13 Specific Data Lift Type Lift Manufacturer Cap - Lift Capacity i - Impact FS - Factor of Safety Maximum Load PM - Max Load per side =(Cap / 2) x i X FS 16000 POUND CRADLE Golden 16000.00 Ibf 1.10 1.50 Double C 8 x 3 x 4.147# Cable Support Beam S - Section Modulus ry - Radius of Gyration L - Unsupported Length S - Slenderness Ratio = Ury SA -Stress Allow =(23.9 -(.124 xSR)) x 1000 rs - Moment Arm MM - Max Moment = PM/2 x rs Fb = (MM x 12) / S Fb 8470.59 psi < SA I -10 @ 8.646# Cradle Beam S - Section Modulus ry - Radius of Gyration L - Length of Beam S - Slenderness Ratio = (L x 12) /ry SA -Stress Allow =(23.9 -(.124 xSR)) x 1000 rs - Moment Arm MM - Max Moment = PM/2 x rs Fb = (MM x 12) / S Fb 14988.64 psi < SA 5116" Stainless Steel Cables 13200.00 Ibf 18.70 in ^3, for 2 Channels 3.26 in 132.00 in 40.49 23 < SR < 79 18879.14 psi bending 2.00 ft 13200.00 ft lbfe1 8470.59 psi� la @ 18879.14 psi, O.K. 26.42 in ^3 4.24 in 14.00 ft 39.62 23 < SR < 79 18986.79 psi bending 5.00 ft 33000.00 ft.lbf 14988.64 psi 18986.79 psi, O.K. SB - Breaking Strength 11800.00 Ibf, Class "C' n - number of cables / side 2.00 LC - Cable Load = PM / n 6600.00 Ibf LC 6600.00 lbf < SB 11800.00 lbf, O.K. DERM Ccasal Resources Section Natural Rescu -As Re,ul�,nn & Res,oration Division (NRRRD) John H. Omslaer, P.E. FL License #52733/ EB #901, Dynamic Engineering Solutior 950 N Federal Suite 212 Pompano Beach, FL 33062 "77 MAXIMUM S7 Residence: Location : Municipality: Drawing Ref: Date: 'RESS IN LIFT STRUCTURAL MEMBERS Puyanic 9259 N Bayshore Dr. Miami Shores, FL 0.00 3/13/13 Specific Data Lift Type Lift Manufacturer Cap - Lift Capacity i - Impact FS - Factor of Safety Maximum Load PM - Max Load per side =(Cap / 2) x i X FS LC - Cable Load = PM / n Weld Strenght at Bearing Blocks L - Length of Weld n - number of blocks T - Tension In Plate = PM / n h - minimum weld thickness Sw - Stress at Weld = T/(1.414 x h x L x 4) SW 527.61 psi < ZA 1- 15116" Drive Shaft sch 80 S - Section Modulus ry - Radius of Gyration L - Length of Beam S - Slenderness Ratio = L/ry SA - Stress Allowable MM - Max Moment = (LC x L) / (2 x 4) Fb = (MM x12) /S Fb 35273.16 psi < $A 16000 POUND CRADLE Golden 16000.00 Ibf 1.10 1.50 13200.00 Ibf 6600.00 Ibf r 8.00 in. 4.00 ®, �d�3 5968.29 psi 0.25 in. Natural RM Coastal Re h�ral Re so. s: r�s gao'ion 527.61 psi ��' Fegulat'on - Restoration 7500.00 psi, O.K. D'v�son ;NRRRD) 0.42 in "3 0.61 in 1.50 ft 2.48 36000.00 psi, galy. Steel 1237.50 ft.lbf 35273.16 psi 36000.00 psi, O.K. John H. Omslaer, P.E. FL License #52733/ EB #9011 Dynamic Engineering Solutions, Inc. 950 N Federal Suite 212 / Pompano Beach, FL 33062 �I� ri fludAenco No. 9259 (3 '7.1 SL F.) 1 .t 46 W X W4 �db F Ct t ;,` 6 T4e 4 4,•1 1., 1p. uor ej 0 UO'S!A !C7 salnc)s 1pjMeN =rL IL Ct .0 Ts -- � � d U " IRSCAYNI:­7 t7J % I - Obtw We (J\ o I - Obtw We 369 Notes Pedestal Fabricated From 100% Aluminum Casing 6X6X36X1/8' Powder Coated White to Marine Specifications PL -7 Fluorescent- Light •3 >S.ide_s With' Photocell (1) 50 Amp 125/250V Twist Lock Receptacle HBL 63CN69 (1) 30 Amp 125V TWist Lock Receptacle. HBL. 26CM10 Breaker Panel With Cover And SO. D Circuit Breakers QOU130, DOU250 & QOU120 (1) . Hubbell 20 Amp 110V GFCI Receptacle (1) Hose Holders (Cast Alum.) (1) WATER SPIGOT (1) TV & Phone Receptacle (optional ) 9 i (4) A05 0 1 ZU13 i - LEF' DERM Coastal Resources Sermon slot Natural Resources Regulation & Restoratior Division (NRRRD) 1 7/8 O Dockside Electrical Pillar Intern*tIonal Dock Products 3101 S.W. 25th. Street Pembroke Park, Florida 33009 (954) 464 -5315 Fax (954) 964 -2715 HIGH VOLTAGE ELECTRICAL, FEED REAR SIDE 119LATMN PAWL 3A-WATER 3/4 1 �--- 4 1/2 ^-^- FRENT 6 X 6 BASE LAYOUT PLAN VIEW 6 MODEL SPC-36 -3A STANDARD 06/09/06 F. O -rt—?] +93rd Ft SHEET 1 OF'' I SHEET 1 t P.R. 44 - PG.63 1 n n BISCAYNE BAY I_.'K>Cal f, U).3 a Im"p Scale: 1" = 100' DRAWL � CHECKED. REVISIONS DATE R.U. I M.E. DA1E•MM/12 ...._._._..__._._....._._...... ...__ ....... .�.._..;__�.._..__ .._..:..__ ,d.9 No.: eq - .Ua -o-M, EXCLA cWtu J`� M MAR 18 2013 DERM Coastal Resources S Natural Resources Regulation anon R F Division (NRRRID) estoraScr Folio: 11- 3205 - 027 -0580 Lot 5, Block 4, BAY LURE, according to the plot thereof, as recorded in Plat Book 44, at Page 63,of the Public Records, of Miami —Dade County. Florida. 9259 N. Boyshore Drive, Miami Florida 33138 = zuota zO�r>� Ixin'®>�z �aTZts -- —: NED Flood Zone: "VE' Community. 120652 0etalo10P1M: 09-11 -2009 SutfUa L q Ekrvatkxc 11.0 Feet (� 6 9 E �0�3 �ffr1EiTESi"Y TQn &'`a David Alexander Puyank I Ras r Northern Trust Company. ISAOA DERMA U on Section &Restoration U-ces Natural Resources Rag Division (N anon RRD) z_......__..._.........._..__.. 1) Legal Description provided by others y 2) Examination of the Abstract of the Title will have to be made to determine -Recorded Instruments, If any, affect this property. 3) The lands shown hereon were not abstracted for easement or other Recorded Encumbrances not shown an the plot. 4) Underground portion of footing, Foundations or other improvements were not located 5) Only visible on above ground encroachments located 6) Wall Use are the face of the will. 7) Fence ownership not determined. e) Bearings referenced to line noted a B.R. 9) Boundary survey means a drawing and /or graphic representation of the survey work performed in the field. could be drawn at a shown acme and /or not to scale. 10) No identiffcatton found on property comers noted 11) Not valid unless sealed with he signing Surveyor Embossed seal. 12) Dimensions shown are plat and measured unless otherwise shown.. 13) Elevations If shown are based .upon N.QV.D. 1929 unless otherwise noted 14) This to a boundary survey unless otherwise noted 15) This boundary survey has been prepare far the exclusive use of the entities name hereon. The certifications do not extend to any unnamed parties. ��raTa�ao�T=ax: SURVEYOR'S,CERTOCAMON. I HEREBY CERTIFY THAT THIS 'BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION. OF A:SURVEY PREPARED UNDER MY DIRECTION. THIS COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS. AS SET FORTH BY THE STATE OF FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPER IN CHAPTER 81617 -6, FLORIDA-ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. DKIGiTEL EtSPZl�T�t3g Z.BN D f3VRYETitINGG, ZNC. IP L g W OF B U la iv 3E7 Y SIGNED FOR THE FIRM MIGUELESPINOSA P.S.M. No. 5101 -STATE OFFLORRMA 10665 SOUTHWEST 190th STREET, SUITE 3210 9259 N. Boyshore Drive; Miami, Florida 3 138 CUTLER BAY, FL 33157 TELEPHONE: (305) 262 -2992 FAX (305) 971 -8383 E—MAIL: mtkeCespinosalandsurveying.com . Property Line Lot 5 Block 4 BAY LURE Plot Book 44 Page 63 Dode County Florida Site Plan (Existing Condi ons) Scale: in ='to' Existing 7 x 12' Wood Marginal Dock �. Existing Bumper .. MAR 1823,11'. Pile (typ. of 2) Nate DERM Coastal ral ReSou Resources Sep•,. n p Division (tiRRRps$ Res Qe. ;, Existing Submerged s' Land Lease Area , 1130226146 Existing (3) Prle Mooring Cluster 6 �- AUG 0 12013 _40' \ I DERM Ccastal Resources Section. I Natural Resources Regulation & Restoration Division (NRRRD) I _ 40' I 47.511 Cp 00 62 Existing 6x40' Wood Existing Seawall with o °� ringer Pier ©� (yp ) DERM COASTAL CTION Batter Piles, lGng Piles, T of 2 Panels and Cap To Remain t PREL1 . ARC' ROVAL NAM DATE 3- tfir -u13 • Existing (3) Pile 7' -6" Mooring Cluster I n„,1,. A n.... A r.-ft Existing Mooring Existing Mooring Pile (Typ.) Pile (Typ.) Property tine See attached survey for exact property information. • Property Line . _ . _ . ... .. ... .... ._. _ _ .. _ .. .. . . Existing 7 x 12' Wood Marginal Dock To Be Replaced with �X Permanent Railing along Norih, 7 South and East Sides F_ 6Ung Bumper Pile• To- Be- Removed Lot 5 Block 4 Existing Submerged BAY LURE 12' \ -C& Land Lease Area Plot Book 44 Page 63 �. \�o�� JIM226146 Existing (3) Pile Mooring Dade County. 1 — — . Cluster To Be Relocated Florida \ 1 0 °0 --- .....---- - - - - -- ` - - - - -J Site Plan z4; i2` (Proposed Conditions) �^ \ 'Existing 6 x40' Wood Scale: I`= 10' Dock To Be Removed S C I I Existing Seawall with Batter Piles, King Piles, Panels and Cop To Remain Property Line 23' Railing r (op. both sides) :I New 16,000 16 Golden Boot Lift 14,1 Existing 640' Wood 4 ,r-Finger Pier To Be Replaced ii llll�oilllllllllll l� Waring Cluster I � I 25' ��A Existing (3) Pile Mooring 29' -6° ... /b (1) Mooring Cluster To Be Replaced � ..... 25' 25' 25' 7,_6a Etrsting Mooring Pile To Remain See attached survey for exact property information. . �_ existing Pile To �p n Cb tz RECtfV _.. MAR 18 Z3 ' DERM Coastal Resources Section Natural Resouroes Regulation & Restoratir Division INRRR ?1 got � I I . AUG 0 1 2013 . DERM Coastal Resources section Natural Resources Regulation & Restoration Division (NRRRD) DERM C STAL OTION NA `i� &OVAL DATA 03-1 °Zc13 . • 11. ... - 40' , 44 blocking wllil New Rope 1-(2) j carriage bolts* 4 Railing into 20 stringers 04 Post ® 5' Max Spacing with (2) " carloge Bolts into, 20 Stringers Existing Seawall With Batter Piles; King Piles, Panels and Cap To Rembin Existing Rip .Rap Boulders : To Remain, Re -Stack -- Washed Out Boulders' � Ili III U Framing Plan Scale. 3116" _-. 1' -0" 40' Pile Below 2 r Deck 10' 23' �� NO R Am— MAR New 12" Wood Qack " DERV coastal Piles, Driven to 10 New­ 120 12 Wood &q�1 Resou, s RResour s ' ection Ton Beating Ca acT Piles, Driven to 10 Division egula`ion a Res; g F Ton Bearing Capacity • (&RRR ,) orago, s' r 2 p' 0 1 20110) D= ­_costal Resour- - ^n Natural Resou ces Regula` ­ ' .;;;oration Division (NRRk3) New 12" Wood Dock Files, Driven to 10 Ton Bearing Capacity TXVical Cross Section Scale 3/16 = 1 ' -0" DERM COASTAL CTJON PRE t €.. R®0. AL NAM DATE f Finger Pie Qesi n 1. Azek Decking fastened with (2) Stainless Steel Deck 3' -6" Screws per stringer. Above MW 2 24 stringers 0 16" max spacing. . MW 2.4 3 2x10 substringer with (2)'• thra bolts 0 piles and _ —MAW 0.7 (2) 1 log bolts ® drop hangers 4. 010 drop hanger with (2) 1 wedge anchors into existing seawall cap, min. 4" embedment. 5. Hurricane Strop Simpson Strong -Tie ft538.1 HTS16 Sectf!%an jID mes, t -3 Dock and Boat Lift VRRT at e David Puyanic DAV 9259 North Bayshore Drive 0 JR12 Miami Shores Florida 33138 PL' Dynamic Fngineering Solutions. lnc. es Contractor to obtain oxc No. utility clearance 980 su prior to pile driving• {9a'°eos -17 coil: 1- 800- 432 -4770 a _" . P.s srroet s w�z111.��.!!III� TXVical Cross Section Scale 3/16 = 1 ' -0" DERM COASTAL CTJON PRE t €.. R®0. AL NAM DATE f Finger Pie Qesi n 1. Azek Decking fastened with (2) Stainless Steel Deck 3' -6" Screws per stringer. Above MW 2 24 stringers 0 16" max spacing. . MW 2.4 3 2x10 substringer with (2)'• thra bolts 0 piles and _ —MAW 0.7 (2) 1 log bolts ® drop hangers 4. 010 drop hanger with (2) 1 wedge anchors into existing seawall cap, min. 4" embedment. 5. Hurricane Strop Simpson Strong -Tie ft538.1 HTS16 Sectf!%an jID mes, t -3 Dock and Boat Lift VRRT at e David Puyanic DAV 9259 North Bayshore Drive 0 JR12 Miami Shores Florida 33138 PL' Dynamic Fngineering Solutions. lnc. es Contractor to obtain oxc No. utility clearance 980 su prior to pile driving• {9a'°eos -17 coil: 1- 800- 432 -4770 a _" . P.s srroet s 04 Post with (2) wedge anchors intb existing seawafi cap Existing Seawall with Batter Piles, King Piles, .New 12" Wood Dock Plies, Driven to 10 MARI 8 — 13 Ton Beating Capacity 121 New '12"' Wood Do DE i)ERM " :.- i Rope Piles, Driven to 10 "�'ft0cuo-c'e's'R"" Lrce Rope S Section Rail 3 Ton Beating Capacity 20 with (21 J- Irm hAtfe In n"IM - Panels and Cup to Remain 3+ .t. A Existing Rip Rop Boulders To Remain, Re-Stack - Washed Out Boulders ' —!HIE-2.4 7 New Rope ED I D -- E -0. 7 Railing E ULK -Ty pical ---.oss Section Cr Scale 3116'. 1' -O" Soft Diameter 1/2 5�8 3f4 I E= End Dist = 40 2 2 112- 3 4 L= Edge Dist, Loaded = Q 2 2 112- 3 4 S= Spacing = 40 2 2 112- J 4 U = End .pi#�_.Unloaded = 1.5D [-314 _t_1/_5..._.- - Z - NDS Bolt Spacing Reguirements ��i S Bob 0 center or pies Framing Plan Scale 31f6 of= i ' -Os' DERM Gcastal Resources o Natural Resources R&gulajon & Restoration Division (NRRRD) DERM JECTION .. �ST AL S PREU *I' RY, VAL NAM DATE o &-rgiLhal Dock —Design A Azek Decking fastened with (2) Stainless Steel Deck 2• 1 Screws per stranger. B. M stringers 0 16' max spacing. C. 2M substilh 9 er with (Z) 1. thru bolts 0 piles and. (2) 1 tag 'bolts 0 drop hangers. L U D. 410 drop hanger with (2) j wedge anchors into existing seawall cap, min. 4" embedment. —T E Hurricane Strap Simpson Strang -Tie FL538.1 HTS16 Me Connection Detail Coastal Section rpvat Name Date Contractor to obtain utility clearance prior to pile driving. call. 1-800-432-4770 Dock and Boat Lift W'RT I ' David Puyanic VAX 9259 North Bayshore Chive 07=12 Nami Shom Florida 33138 PLor 64 VnUMk Engtheelfin Solutions lnr- IL 2BB2 aaaa 7J3 ON Na. is 1 =9 AaAft 545— 1 DREW= PZ M.W 4 Uft, No AM hardwuie to be stainless steel. (unless otherwise noted). All connections to be welded unless otherwise noted Lift is Aluminum ASM (606146). -(4) New 12' Wood Boat Lift Support Pies 340 x 192' Long Rough Sawn Corpeted-,.., P.T. 1144 Boards X (2� One Horse Power 112OV120A 240V11a4 loot rs -\ :(8).2u Extruded— s06 I * T6-\ Aluminum Bridges Top Beam Channels 2 each 8H x .19*-and jW x .35 153- Over Alf Length (4) x 30' Stainless (2) One Horse Power Steel Cobl -11 I 12OV120 A (2 Part) RECE-we&Motors A, UG o 1203 DERM Coastal Resources secton Natural Resob-ces, Regulation & PUe,510(aWn Crude I-Beams (2) Each Division (NRRRU) 10H x .25 and 6W x .41 Section X-X _T Cradle I-Beams (2) Each 60 10H x .25 and 6W x .41 (min) 14" X ............................... .................. .... ............ Top Beam Char els 12' \_2 each 8H x .19 and J'W' x J5 153" Over All 6ngth 1-1" Dim Schedule 80 Galvanized DrNe Shall Top Boom Channels • 2 each 8H x.19 and JW x.35 • 153- Over All Length 00 ta\ "a® Plan View r-5o' '."A, 0 (16,000 lb GoWn a Lift) %:10,! Scale. 114 1" * - 1-M" -'Dia.. Schedule •80 Galvanized Drive Shaft See Connection Data# (4) New 12" Wood Boat Lift Support Piles CkIr/ f DZRMA AR 18 2013 A/8*4/ R fto Coastal Re 41"r-Qs SOIJI-ce Divis,.Uegula.- .3 sftfi, (&R;'11"7)& RS 017 A- Carriage 806 OVIQ!:,-�Ustuble W-carrosive stainless sled Pik mount brackets-with-(2k)-in min. kg bolls into new pfla Connection Detail mbedment - 47 D 1,',A S SECTION P.R ! 7 U A PROVAL Dock and Boat L WRT D" .Lift David Puyank DAN 63• `9_12L3 9259 North Boyshore Drive Miami Shores, Florida 33138 PLW Contractor to obtain Dymomk FA Sbh&ans, Ina E& 64 aftiz 1200 ftmLy utft clearance pdar to pile driving. saw Fe 1 gg 545-174 0=0TW call., 1-800-432-4770 John E y Xmas T PILE DRMNG NOTES - - , . '' 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) Pries sha11 be driven using on approved cushlan block consisting of material so arranged so as to provide the transmission of the hammer energy. 3), Pfles shall be driven. to . required capacity a. minimum .., •. • of 8 'feet 'into berm ' 4) Piles shall be driven with a drop hammer or gravity hammer provided the hammer shall weigh no less than 3000 pounds, and the fall of the hammer shall not exceed six feet 5) Mes shall be driven with a variation of not more than 114 inch per foot from the vertical, or from the batter line iniftied, with a maximum variation of the head of the pile from the positron shown an the plans of not more than three inches. 6) Where piing must penetrate strata offering high resistance to driving, the structural engineer of record 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. WOOD PILE NOTES 1) Wood piles shall be Z5 tb. CCA treated in accordance with AWPA standard Ci 2) Wood piles shall be driven to a minimum bearing capacity of 10 tons. 3) All metal hardware including but not limited to bolts, nails, and hurricane straps shag be stainless steel unless otherwise specified 4) Wood piles snail be • a minimum 12" diameter. STRUCIURAL TIMBER NOTES 1) A# structural framing shall be 12 Grade, pressure treated Souther Prue. GENERAL NOTES. - 1) Construction to follow Florida Building Code 2010 edition and amendments as applicable and di Local, State, and Federal Laws 2) Licensed Contractor shall verify the existing conditions prior to commencement of the work Any conflicts or omissions between existing conditions or the various elements of the working drawings steal! be brought to the ottention of the Engineer prior to the commencement of the work The Licensed Contractor and all sub- contractors are ---responsible,. for d1l', Aes;. eleVgUonsr and ,measurementst in corinedwi with their work 3) Do not scale drawings for dimensions. 4) Any deviation and /or substitution from the infommatron provided herein shall be submitted to the Engineer for their approval prior to commencement of work 5) All unanticipated or unforeseen aemolition and /or new construction conditions which require deviation from the plans and notes herein shall be reported to the Engineef 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 odjoinidq* work where practical except as specifically noted herein. f 8) Licensed Confactol- to shall use ail possible core to protect all existing materials, surfaces, and 'furnishings from damage during all phases of construction. 9) Licensed Contractor to. verify loc btion of existing uffilfies prior to commencing work 10) The Licensed contractor to instop and remove all shoring -and bracing as required for the proper execution of the work 11) Licensed Contractor to obtain at' permits as necessary from . all Local, .State, and Federal agehcres. i t N,me General Nofe: All materials to be pressure treated pine. (unless otherwise noted). All frame work materials to be grade 12. MAR R NaruraD ,y Coaster R emu. ces esoj"r Divisio R Jose 9 El All Decking materials to be grade /1. • '(un /ens .ottter�e= rioted }::• ...- :. .. .:...�. ..:._. ... :. All hardware to be Stainless Steel. (unless otherwise noted). Design in accordance with 2010 edrfron of the Florida Building Code. Elevations shown hereon are based on the Natrona! Geodetic vertical Datum of 1929. Approved contractor to determine the sultability of existing structures and verify' all dimensions, the approved contractor is responsible for all methods, means, sequences and procedures'of work A,116 0 12013 DERM Coastal Resources Sedon N atural Resources Regulation & Restoration Da tmn (NRRRD) - �S a� Se ;ion Contractor to obtain utility clearance prior to pile driving. colt: 1- 800 - 432 -4770 t3ERM Co. STAL. CTt ®N PR�� RY Ok ®.ATE Dock and ,Boat .Lift DoWd Puyar* �►n: 9259 North Bayshare Drive 07-M12 Miami Shores Ronda 33138 afar Mamrc Engineering Solutions. Inc. . ShM 6