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WSW-17-2314yFt Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WSW-9-17-2314 Permit Type: Retaining walls/Seawalls Per 1"t Work Classification: Repair Permit Status: APPROVED Parcel Number Issue Date: 10/13/2017 1 Expiration: 0411 V2018 Applicant 1300 NE 94 Street 1132050100120 CHRISTIAN &EMMANUELLE BE Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell CHRISTIAN & EMMANUELLE BERNARD 1300 NE 94 Street (786)491-3926 MIAMI SHORES FL 33138- 1300 NE 94 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone SHORE CONSTRUCTION INC (305)219-9530 In Review Valuation: $ 19,000.00 Total Sq Feet: 418.5 Date Approved:: In Review Date Denied: Type of Work: RECONSTRUCTION OF 15.5' X29' TIMBER Height: Length: Additional Info: RECONSTRUCTION OF 15.5' X29' TI Bond Return : Classification: Residential Scanning: 4 Fees Due Amount CCF $11.40 DBPR Fee $8.55 DCA Fee $5.70 Education Surcharge $3.80 Permit Fee $570.00 Plan Review Fee (Engineer) $120.00 Scanning Fee $12.00 Technology Fee $15.20 Total: $746.65 Pay Date Pay Type Amt Paid Amt Due I Invoice # WSW-9-17-65168 10/13/2017 Check #: 4476 09/27/2017 Check #: 4456 $ 546.65 $ 200.00 $ 200.00 $ 0.00 Avauame ins Inspection Type: Final Review Structural Review Planning Review Building Review Building 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 self, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, D_QOF39, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing construction and zoning. Futhermore, I authorize the a Authorized Signature: Owner / Applifnt / Building Department Copy October 13, 2017 and that all osk will be done in compliance with all applicable laws regulating o dowork stated. / Agent October 13, 2017 Miami Shores Village 27 2017 Building DepartmentSki iyy:sEP , _ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 `_ - Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 S� h FBC 20 4 BUILDING Master Permit No. - �)S W 11 — Z3 r 1 PERMIT APPLICATION Sub Permit No. FffBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1300 NE 94th Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3205-010-0120 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Christian Bernard Maugein Phone#: 786-491-3926 Address:1300 NE 94th Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: n/a Phone#: Email: CONTRACTOR: Company Name: Shore Construction, Inc. Phone#: 305-219-9530 Address: 4488 Prairie Avenue City: Miami Beach State: FI Zip: 33141 Qualifier Name: Jose M. Calvo Phone#: 305-219-9530 State Certification or Registration #: Certificate of Competency #: E1700508 DESIGNER: Architect/Engineer: Luis ROsas-Guyon Phone#: 305-386-3658 Address:11401 SW 40th Street, # 245 City: Miami State: FL Zip: 33183 Value of Work for this Permit: 49,000.00 Square/Linear Footage of Work: 418.5 Type of Work: ❑ Addition ❑ Alteration ❑ New❑ Repair/Replace ❑ Demolition Description of Work: Reconstruction of 15.5' x 29' timber dock - Hurricane Irma Damage Specify color of color thru tile: Submittal Fee $ ao► Permit Fee Scanning Fee $ f OD Radon Fee $ 5 'y Technology Fee $ lS - ZO Training/Education Fee $ Structural Reviews $ (2,0 • 00 CCF $ IT 44 CO/CC $ fn 0 �y DBPR $ E3.55 Notary $ �S 63 Double Fee $ fU _ Bond $ 0 TOTAL FEE NOW DUE $ �:3 k4 6 (� (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 notice of commencement must be posted at the job site for the first inspection which occurs seve (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rei pection fee will be char . Signature OWNER or CONTRACTOR The foregoing instrument was acknowledged before me this The fore oing instrument was acknowledged before me this r� day of S 20 � , by OZday of s �� 20 l by who is personally known to �QS�(��',l who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ,..T�BIBIANAVILLAZON :. MY COMMISSION # FF 935184 ="q f EXPIRES: November 22, 2019 one otary Pubk Underwriters Sign: c � Print: J9) i Seat: me or who has produced identification an ake anBmftVILLAZON `•r MY COMM!SSION # FF 935184 NOTARY PUBLIC: EXPIRES: November 22, 2019 "' `'• Bonded Thru Notary Public Underwriters Sign Prin' Seal as APPROVED BY (& 6 't Plans Examiner A ell IZoning Al2)1k) Structural Review Clerk (Revised02/24/2014) wsw��---\-251H ARINE _J MARINE PERMITS Df.SIGN, ENGINEEHUN(w ONSTRUCTIONT, ING AND CONSTRUCTION JOSE ICA LV02 Wa-DGMAILCOM 305-219-9530 (M) CustamerName And Location '61-ristiall Bernard Bowun"! 1300 ne 94"Im, ."Ibauli'viore€:x' 11 ontract Job Name: 1300 ArE 94" st CI Ne iv DocA and Lift 0911612017 I Reinstall - ------ ----- ---- ...................... . ...... . .. . .......... .............. . .. ... ....... Description -- .. ... .. ..... - Amount Pennitand Design Phase: (hener • C01151 I M I engilleerin and perm it processing in rat-Cordw i ce with 0!f requ ireme) I Is. mid (.7illif agenLies are NOT hI(JUded J'H 0111. pro It 1 )gt?i. ..... ....... Dock Repair- . . ........ S 17,20k00 f Remo i pe and Dispose q/ 5 eyisfingy i vood pil" 0 Remove evisthig eknwior 0 P-w-)?i41 ond Install -1 nov x 12 schatm [Voodpiles 0 Fnrnish and Install (2) new 12 *,v 1: - concretv daft Piles) * Fw-nish and instalff new dock titldi fn3 "k- N " and 3 "x/2 "substruclure and IP/,, deckif�g. Approx. 464 SF. 0 Furnish and install 2 rwws o '111k" Iiisew to dock, 0 Fitmish and in sill alumhutm ludder and 4 almag s clvrit jef ski L?ft 1,801).00 0 Re- install extsthqg.jeaki elo rotor $ 1, 800Oil 0 ["Iccirical conficclions [lot ;l7dilde ------------- Shore "Warine Construction, hie. Jose Al Gdv�� Accepted bv Owner 60INE36SI, #2010, MIAMI, FL, 33137 Tt--'L:305I-,,rq9-9530 Doff! OC 2017 1 I Y � Sip 47 2011 MIAM I ADE Miami -Dade County Department of Regulatory and Economic Resources Coastal and Wetlands Resources Section 701 N.W.1st Court, 6th Floor Miami, FL 33136-3912 REQUEST FOR EMERGENCY AUTHORIZATION AND CLASS I PERMIT APPLICATION NO. CLI-2017-0372 APPLICANT NAME: Emmanuelle Bernard Maugein PROJECT ADDRESS: 1300 Northeast 94th Street, Miami Shores, Florida DATE: 9/22/2017 PROJECT MANAGER: Tammy Burton Coastal and Wetlands Section Review: k i Issued By: Attachment A Attachment B: Issue Date: -' Sketches 4 sheets Checklist Authorized Emergency Work • Replacement of dock, boatlift and support structures in the previous permitted footprint at 1300 Northeast 94" Street, Miami Shores, Miami -Dade County, Florida. Page 1 of 3 (EME AUTH CLI-2017-0372) THIS AUTHORIZATION SHALL BE KEPT ONSITE DURING ALL PHASES OF WORK Specific Conditions 1. By commencing the work authorized herein the applicant and contractor aaree 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 5 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 DERM and attached hereto (Attachment A), and in accordance with the conditions of the Emergency Authorization. Any activities requiring a Class I permit that are not specifically listed as "Authorized Emergency Work" are prohibited. 4. All activities shall be conducted so as not to cause pollution or result in adverse impacts to the environment, including but not limited to impacts to marine fauna, the submerged bottom, water quality, mangroves, seagrasses and other marine resources. All activities shall be conducted using best management practices to prevent the release of any pollutants or debris to the environment and to prevent impacts to State or County water quality standards_ For any impacts caused by the construction or operation of the structures/facility, DERM shall require, at a minimum, restoration and mitigation. 5. Unless specifically listed as "Authorized Emergency Work", trimming or alteration of mangroves, buttonwoods or wetland vegetation 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 riprap that is placed on -site. This condition shall be satisfied within 30 days of the completion of the seawall. Page 2 of 3 (EME AUTH CLI-2017-0372) THIS AUTHORIZATION SHALL BE KEPT ONSITE DURING ALL PHASES OF WORK 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". 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 in nature and may be suspended or revoked by the Director or the Director's designee in the event of noncompliance with the conditions, limitations, or restrictions of the emergency authorization or non-compliance with the provisions of Chapter 24. The issuance of an emergency authorization, the decision of the Director or the Director's designee to issue an emergency authorization, the suspension or revocation of an emergency authorization, or the decision of the Director to suspend or revoke an emergency authorization, is not subject to review pursuant to Section 24- 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 property. Therefore, it is recommended that you consult with the United States Fish and Wildlife Service at an early stage in the process. In the event that the United States Fish and Wildlife Service advises that your plans for the subject property may result in a "take" of endangered or threatened species, you are strongly recommended to inform Miami - Dade County in writing at the earliest stage possible. Page 3 of 3 (EME AUTH CLI-2017-0372) THIS AUTHORIZATION SHALL BE KEPT ONSITE DURING ALL PHASES OF WORK L:' AL ,LOCATION, PLAN: SCALE: NTu. r w, STING SITE PLAN: Ll�tiJ InV �',Irv1LI �M 41f' TO eC REMOVED AxD V NSYAU!P ONTO VEW Nac;a+1•n �`" CONCRCTE:7JPPOR7 PILES. fX11-ING ) �541' W(DC DY 29' LONG - MXR COAT DOCK AND 9UPPO.RT FUU:S TO EIE " REPLACED N SAME IOtMIMNT A,:, WzT:N5. EASING I'M tR AT 'OE W 5CAWA,L TO REMN., X EXISTI CONE G r a to yy f i S y gp Narry gjj� LUIR RUSAN-MAYMN 6DN���C. EB•170�4036 r....n, 11401 ■.W. 40 •T.. QUIT[ Z45r MIAMI. FL. 33103 t•ManC:13051 355.55 On FAXZ13U5) 553-U9fi0 www.5o5o5.aaM S-1 1 4 _ c PROP05ED SITE PLAN: * �� ALE: NTS° I \ / wZ / '" :REE • N PR[CA5T 12' SL. 5t,"PO¢T F5 W; 7 5.000 ! JI M CONC¢ 4 4.7/1 G' a �'7• / _ D1A1Jt1F.¢ 270 C,.. A� M A7 LJw•IAX DTRAN05 2} MIN. O O COVER 0 P , I°tLES TO w� 55CONCR€TF RC'N9TALLE9 'WIN-„ [' SKI JFT PENETRAT'UN Of � 21.,00 M MATERIAL, OP, RCPJ9AL. PI TO BE 6 •` PAST�N ED ONTO NI•w NEW CONCRC1C/"OCK^_'JPPORT PILES. // DR)VEN TO A IMARING CAF'ACr'Y.O' ( 23'UNS T'CS TO CUT Orr G\ AfaOVf DOCKKF.LEVAT.O•a. � eQ _ � 115CAYNP DKI / , TOUR • NEW 12' 0 TwacR DOCC \ 'il[, . / F T 3" X ,%' 5TNNGC?, F- 1 46' ox, I II p II II II II II II I I II 'I II I) h II II I I II II II i I SUPPORT (TYP.) W/ 12' MIN PENFTRA"ON NTO NRM MATCRIA.. (+5 I TON HARING CA. ACI TY). PEES TO 5[ i VAX.) 'A5'CNCD TO -CADIRC3' W1 II Il II Ii (I II II II I I CUr O h + G' ABOVF DOCK EIEVArtON. I 1 A' GALV, HURR. 9TRAP5 (uB° RT / 6 STRAP. L• 'LIFT CA)'. 505N) w/ g.1 Gd GAtV, NA ,I II II IP�I`w II II II I I W `d 1 1 A. ENO ;TYP) , I�� 9, 1WO • NI-w 121 T 'IMBEft L1OCK b m II II n II III I I N SilFPGRT FILE. ('IYF.) W/ 12 MIN ItNCTRA-ION INTO'iRM MATERIA:. �I U II II II n II II II II d II I I II II II I TON 3CARINC WAC!TY,, PILE° TO 5! \ S! c / I�JI,J IL I II CUT OPP BCI!,)VJ DOCK fLEVATION. P �.:_,, X 12. 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DrU7N,sILT IAYCP.(Ma 0' NIH, '•:TO R0L:1., 0R RE•USat. A. +"lt3 711k" Hr UYVLII A7 f A 4ARUT:)N O+' Y : MCNP 'ItAI A 'fK "00T PROM YMC VCR'ICAL OR rWL4 TrC CATTCR LBK 01)!CATO Wrt1 A hiAK VAI;•ATION 01 IMP MCAD Pir 'Mr It rRC I TnF PJ?I'10'1 "v^Z1i 11i ON 1 Mt PW4'' W NO VIP ± 1MAN 5" 3. MNWVM tNe-.KAT(NI OF AU,IML2O 1V DG,L FC.LC^h': tN17'.^DKC0J W6.w P'TD Yr.�31116, MAT"'AL:•'C' 11114 YUNIUM .JAFG ttMINO; 26 1r,10 FVCA^.T aVICRVT P10 15 TONS T'MOrR M,ft KARC+WARr, DOI TSAI IC'NSIEN6R.4 i All MI U,AIICCL5 STCCL C¢.7Oti»N'S.:.0'."s AND YAP,^stIMP iSHA.L W'IYPC 314 itAIMLE9Y STEEL. PAATLNCRS W1151 2 RY,C CONCRE'C S'RUCL'RC5 SHALL OC ANCITC`.CO VA'H "+VO VAKIY ErONY AC1iC51VC (rK", r.0 rl1.1"r 2C0 A1R UVE ANCnOR 3lei-CM rLi) V I eA,:, AllairA "IDIi".} 511ALI. OL'. Or%I IV 1`0 lid" CV_"ATtR THAN TMr 5 IC'ICD 1'A^T,NtY O K' I`fi113 CNALL DC'.RIar..0 70 Mh-MUM r)rin bMC'WI+ ON r.A' 4 f SI Ad, W 1,iOrOUCPtYCLLMI6J +7JT 40 DRY PRICK *0--UtCT•M C' C1,, W. TJ.•tdrY DARP: `R A•PPXT✓r'; -U"D'.Y WA UVKS SMALL Y,WNN IN I'L\Ct OUWYC ALL"`A".Itii OF IN•WA'tK WUK::, G;1lrRAcro1::A'IAiJ. CNPLOY AND MA;NTrtiY ALr:SJATG _I[ISINtIJ' A\7 tR.OiTUH GwIr.C. Mrr'3VR!'3 OJVJNG AL, PHA.S`:o 0,, --'o' CADS '14ND LOADS AS CA.CL:ATy t)Y ANa'/•'C, CATrGCRY 11 3'RUCrURt' VOK A :'ANo LO,'014Cr 17.4 MFrI, rXFO:dIRI"C,', LN'• LOAD . 40 P'}P C"AD LC.AO • 10 rW 00 Nr, SCALE NA,%1W,* PUR DINR'N5'0N, LUIN ROBACl•GUYON CON�� EB-ODD4D39 11401 B.W. 4a NY., 81 1 345 -.1, PL. 331163 Mna 43as1 3s8-36s9 r.Zl3asl sarcoma WWw.......... u� 0 S`�i U1 e A: 6 ^,9 d � n5rKj w OaLI F� Rv nr TO �u JJJJTT���iii � i d J Y S W4 ATTACHMENT B REQUIRED ITEMS FOR EMERGENCY AUTHORIZATION AND CLASS I PERMIT APPLICATION NO. CLI-2017-0372 APPLICANT NAME: Emmanuelle Bernard Maugein PROJECT ADDRESS: 1300 Northeast 941h Street, Miami Shores, Florida DATE: 9/22/2017 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 and sealed by a Florida Professional:Engineer:and with structural and zoning approvals from the local building and zoning authority. - Permit fee in."the-ambunt of $.920.00. - Evidence of•ownership.of submerged lands and authorization for the use of the submerged lands for the emergency work MIAMEQAE?E lt::r� 11t:1 September 20, 2017 Emmanuelle Bernard Maugein 1300 NE 94th Street Miami Shores, FL 33138 Project Name: Project Location: Permit ID: Permit Manager: Maugein 1300 NE 941h Street CLI-2017-0372 Tammy Burton Department of Regulatory and Economic Resources Coastal & Wetlands Resources Section 701 NW 1st Court, 6"' Floor Miami, FL 33136-3912 305-372-6575 Thank you for your recent submittal to the Coastal Resources Section. Please accept this letter as confirmation of DERM's receipt of your application and to provide basic information about the processing and status of your Class I Permit application. Please retain this information for your records and refer to it when calling DERM concerning your application. Staff will visit your site within the next few weeks to conduct a biological assessment of the resources in the project area. In order to expedite the processing of your application, please ensure that access to the site is provided to staff for this inspection. If you have any questions concerning your project or you would like to schedule a specific appointment for the on -site visit, you may contact the project manager listed above at (305) 372-6575. If for some reason you need to visit our office, the office hours are Monday through Friday 8:00 AM - 4:00 PM (walk-in customers accepted) and 4:00 PM to 5:00 PM (by appointment only). Thank you again for your submittal and we look forward to serving you throughout the permitting process. Sincerely, Coastal and Wetlands Resources Section M IAM I•DADE ou t POST-IRMA GUIDANCE ON REQUESTS FOR EMERGENCY AUTHORIZATIONS FOR COASTAL CONSTRUCTION IN MIAMI-DADE COUNTY In an effort to aid communities recovering from the impacts of Hurricane Irma, Miami -Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management (DERM) is providing this information to assist property owners and their representatives in seeking relief from damages caused by the storm. Please note that Section 24-20 of the Code of Miami -Dade County provides relief from emergencies that arise from severe weather events. While a permit is required for any permanent measures undertaken in relief of storm -related emergencies, DERM has developed a streamlined regulatory process to apply for Class I emergency authorization to ensure that emergency repairs and reconstruction can occur as swiftly as possible. The Department may issue an emergency authorization to proceed with construction, repair, or stabilization activities, subject to conditions, limitations or restrictions. This document is intended to provide guidance when applying for Class I emergency authorization. What activities may qualify for a Class 1 emergency authorization? • Stabilization of the shoreline through the repair or replacement of a seawalVbulkhead within one foot of the previously existing seawall, riprap revetments, installation of a seawall cap and/or pilings. • Repair or replacement of a legal dock, marina or boatlift within the previously permitted footprint that existed at the subject property immediately prior to Hurricane Irma. • Mangrove trimming or alteration to address loss or damage to property. • Other emergency work approved by DERM that will protect against the loss of human life or limb, the loss or damage to property, or the breaks of dams, levees, or water control structures. Removal of dilapidated piles, docks, boatlifl`s, davits, and piers may be completed without an emergency authorization or a Class 1 permit. What activities do not qualify for a Class I emergency authorization? • Installation, repair, or replacement of structures that did not legally exist immediately prior to Hurricane Irma. • Work that is not a Class A or B emergency as specked in Section 24-20(4) of the Code of Miami -Dade County. For any proposed work that does not qualify for an emergency authorization, a Class I permit shall be obtained prior to the start of work. What is needed to initiate DERM's review of a request for a Class 1 emergency authorization? • A Class I permit application (clearly specify on the application form that the proposed work is an emergency). • A sketch identifying the location, dimensions, and scope of the proposed emergency work. Providing photographs of the pre- and post -impact conditions of the property and structures, a written description of the damage incurred as a result of Hurricane Irma, and a list of any previous Class l permits issued at the property may help to expedite review. Documents may be submitted to the Department in the following forms: • Hand -delivered or mailed to our office located at 701 NW 1st Court, 6th Floor, Miami, Florida 33136. • Emailed to dermcr .miamidade.gov (an email acknowledging receipt will be provided in response). Are there any fees associated with the Class I emergency authorization? • The emergency authorization review is part of the Class I permit application process which does require submittal of an application fee and a permit fee; however, the fees are not required to be provided to DERM at the time of the request for emergency authorization. • Fee amounts are calculated based on the cost of construction for the proposed scope of work. The application fee is required to be submitted within 30 days of the issuance of an emergency authorization and the permit fee is required to be submitted prior to permit issuance. What is the timeline for receiving a Class I emergency authorization? • Once an application requesting an emergency authorization is submitted to DERM, staff will review the submittal, make a determination as to whether the work qualifies for an emergency authorization, and provide a response that may include a request for any additional information that may be needed. DERM's goal is to provide an initial response to these requests within one business day. • Requests for repairs to damaged or failing seawalls and other forms of shoreline stabilization will be prioritized. • If an emergency authorization is issued, the Miami -Dade County or State of Florida licensed contractor is required to provide notice to DERM a minimum of two and a maximum of five business days prior to the start of construction. • The requisite application fee is required to be submitted to DERM within 30 days of issuance of an emergency authorization. • A list of all items necessary to obtain a Class I permit will be provided to the applicant and are required to be submitted to DERM within six months of the start of emergency work. I have my Class I emergency authorization, now what? In addition to the emergency authorization, DERM will provide applicants with a list of all pending items and information needed to complete the Class I permit application process. Authorization for commencement of emergency work is contingent upon the agreement of the applicant to submit all pending items within six months of the start of work. The necessary items and information may include, but are not limited to, the following: • Application fee and original Class I permit application form. • Permit fee • As -built construction plans, signed and sealed by a Florida Professional Engineer with structural and zoning approvals from the local building and zoning authorities. • Mitigation bond and mitigation plan • Evidence of ownership of the submerged lands where work will occur and authorization for use of the submerged lands. Are there any additional permits or authorizations I may need? The Class I emergency authorization does not eliminate the necessity to obtain any required federal, state, and local authorizations. Additional information regarding emergency authorizations from the federal and state governments and permitting contact information can be found below; please be aware that these authorizations may be modified, updated and/or extended. Please contact the State and Federal permitting representatives to ensure that you are reviewing the most up-to-date information. Please contact your municipality for any necessary local authorizations. • United States Army Corp of Engineers (305) 526-7181 http:/twww.sai. usace.army. miVMissions/Regulatory/Public-Notices/Tag/98228/hurricane-irmat • Florida Department of Environmental Protection (561) 681-6600 / South Florida Water Management District (561) 682-2281 http:lMrww.dep.state.fl.usRegaVFinal Orders/2017/17-0989 EFO Hurricane Irma.pdf For more information regarding Class I permit applications and/or emergency authorizations please contact the Coastal and Wetlands Resources Section at dermcr(cDmiamidade.gov, (305) 372-6575, or visit www.miamidade.gov/permits/class- 1.asp. SNRysy� Miami Shores Village Fly Building Department 10050 NE 2"d Ave. 0 1 Miami Shores, FL 33138 305-795-2204 / Fax 305-756.8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by TRIDENT ENVIRONMENTAL to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the 1300 NE 94th Street- Dock project on the below listed structure as of 9/25/2017 (date). I am a registered architect/professional engineer licensed in the State of Florida. ProcessNumber: 231 _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 51" Edition (2014) Miami Dade County Administrative Code, Article 11 Section 8.22 Special Inspector for 'lee — Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted '. • 0 • • — Soil Compaction .. • • Precast Attachments �':' • • );roofing Applications, Lt. Weight. Insul. Conc, •..... Z Other/�U�+�� t • Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4. Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approval plans. Engineer/Architect Name LUIS ROSAS-GUYON, PE S#& and Se eJZ�1'7 Print 7151-te: Address STRUCTURAL REPORT Maugein Residence 1300 NE 94th Street Miami Shores, FI Timber Boat Dock Recon5truction •••:•. •••••• .... * 0:0 *: I - — L.UIS ROSAS-GUYOfJ.: � • r P*E,# 1 37Z5 EB-0004035 C©ws a mac. 1 1401 S.W. 40 ST., SUITE 245, MIAM1, FL. 33183 PHQNE:(305) 386-3858 FAx:(305) 553-0950 E-MAIL ADDREE30: LU1S@RGECS.CCM Environmental Consultant: STRUC p" R� APpRDV&D CIE TRIDENT ENVIRONMENTAL marine design and permitting V Page I of 3 Maucgein Residence Project Scope: Timber Boat Dock 1300 NE 94th Street Reconstruction Miami Shores, FI Data: Section: 29'-0" Lone Marginal Dock Dead Load 1Q PSF deader Length 7.75 LF Live Load �GQ PSF Stringer Length ala LF Tributary Length to Header 3-a LF Design of Headers 7.75 LF L = a = (DL+LL) * TL/2 346.500 PLF * •••• M = LQ " L2� 2. GO I E+03 Lb-ft•• .. S = (M* 12) 46.248 %••a • 0 Go (0.9 * 750) Use 3• x 12• (5x = 52.7344) • • • • • • .... % •. • Design of Stringers • L = 9.9 LF • a = (DL+LL) * 16/ 12 93.333 PLF M = (01 * L 2 1 . 143E+03 Lb-ft 8 SX = (M* 12) 1 6.482 in required (0.9 * 925) Design Connection Use 3• x 8• (5X = 21 .9010) of Header to Piles P = (DL + LL) * _(TL�L) 1342.69 Lb5. 2*2 Zperp for Southern Pine (No. 2); 7/5" Diameter; Side Member = 2 1/2" = 1,200 lbs. x 2 bolt5 x R for Main Member Zperp = 2.400 > 1,343 Lb5. OK Shear = 1.5 * P 125.9 < 175 psi max. allowable 2.5 * 6.25 OK All calculations are based on Southern Pine Design Values based on Normal Load Duration and Wet Service (MC> 1 9%). All structural lumber PT Southern Pine, No. 2 grade or better. Page 2 of 3 Maugein Residence Project Scope: Timber Boat Dock 1 300 NE 94th Street Recon5truction Miami Shores, FI Check Maximum Pile Loadingfor 1 2" Diameter Timber 5up12o . Pile Assuming I/2 of load supported on each pile. Headers 5trincgers Length Span Substructure 3212 3X5 7.75 9(� 4 I Ibs/cf Dimensions = in. in. ft. ft. Decking Length Span Decking 22LG 7.75 aa PT 41 Ibs/cf ,••••• Dimensions = in. ft. ft. Substructure = 0.15 kips •••... ••••• Decking = 0.24 kips •„• Pile Load Required = Substructure Decking = 0.39 kips•Riax per pMc,• •��•�' •"" = 0.20 bons lax per pile • ' . < 4 5 rnax torpper. ••••�• W 1014... ' OK-� •• Pile Driving Formula, Per FBC 1806 and FBC 1822.2 For Drop Hammer, 3,000 lb. minimum with G' drop, per FBC 1 622. 1 . 18 P = 30,000 Ibs. allowable total load W = 3,000 Ibs, weight of striking hammer h = 3 ft., in height of fall of striking part of hammer 5 = 1.5 in., average penetration per blow of the last 5 blows 55 = 7.5 in., total penetration of five final blows Minimum number of blows over the last 3 inches of penetration n = 3/5 2.000 blows, use 2 blows minimum for last 3" for pile log acceptance. Drop Hammer Formula P= 2 x W x h = 36,000 Ibs. allowable- 5-1 18 tons allowable Page 3 of 3 IN' LOCATION PLAN: SCALE: NTS . ISTI NG SITE PLAN: 6I5CAYNE BAY 1$ Northeast ,. nth irNt LIIJI INL7 IVVINV JL1 LII I TO BE REMOVED AND REINSTALLED ONTO NEW CONCRETE SUPPORT PILES. EXISTING 1 5-6" WIDE 5Y 29' LONG TIMBER 50AT DOCK AND SUPPORT PILES TO 5E — REPLACED IN SAME FOOTPRINT A5 EXISTING, EXISTING FOOTER AT TOE OF SEAWALL TO REMAIN. EXISTING SITE CONDITIONS: SEP � ?011 o 00���av r°v�iir�n a H w i z� o° z o..'. ... .. . . .. ..... ...... w U w w w ova- �o OQ �� 0z0)o mQ m/LLJ < w �an F— L 3] � uis ROSAS-G ON E6-0❑ 40 k- 1 1 40 1 S.W. 40 ST., SUITE 245, MIAMI, FL. 33183 S1` / PHoNE:(305) 386.385B FAx:(305) 553-0950 WWW.RGECS.00M 7 1, q� c oz� m m q�> p W z gym} �z o�n-C) d N m o�OU 0�o (2 LU�o-�o�� id � Q o � Sheet no. S-1 1 of __4 . r0.0. E ROP05ED SITE PLAN: 5SALE: NT5 / THREE - N W PRECAST 1 2" 50. CONCRETE CK SUPPORT PILES W/ 1 30'-0" / 5,000 PSI MI , CONCRETE f 4-7/1 G" DIAMETER 270 KS A5TM A4 I G LOW -LAX STRANDS 2j" MIN. CONCRETE COVER TO IE5. PILES TO 55-0" 15'-G" BE DRIVEN TO A MINIMIJN 56'-0" REIN5TALLEg TWIN -JET SKI LIFT FAST ED ONTO NEW NEW CONCRET�CK SUPPORT PILES.�? 515CAYNE BAY a II II II II II II II � II II II II II II II II II / P.T. 3" X 8" STRINGERS @ I G" o.c. a� II II II II II II II II II (MAX.) FASTENED TO HEADERS W/ I II II II II II II II 14" GALV. HURR. STRAPS (LISP R.T ICI I G STRAP, UPLIFT CAP. 905#) w/ / 5-1 Gd GALV. NAILS EA. END I1719"- I (TYP) , �� II II II II II II II I� II III II IuI =1 IIJJ 1 / P.T. 3" X 1 2" IbI HEADERS A5 PLAN,,,III II II II II II II it /15TING II II FOOTER AT TOE OF in II II II II II II II II II SEAWALL TO REMAIN, EXISTING CONCRETE SEAWALL WITH BATTER PILES AND CAP TO REMAIN. ZZW412 rr-w-m PENETRATION OF 12' INTO N+ ,M MATERIAL, OR REFUSAL. PILE TO BE DRIVEN TO A BEARING CAPACITYOF 25 TONS. PILES TO BE CUT OFF G\ ABOVE DOCK ELEVATION. \ \ FOUR - NEW 1 2" 0 TIMBER DOCK \ SUPPORT PILE. (TYP.) W/ 1 2' MIN PENETRATION INTO FIRM MATERIAL. (1 5 \ TON BEARING CAPACITY). PILES TO BE \ CUT OFF + GABOVE DOCK ELEVATION. TWO - NEW 1 2" 0 TIMBER DOCK \ SUPPORT PILE. (TYP.) W/ 1 2' MIN \ PENETRATION INTO FIRM MATERIAL. (1 5 \ TON BEARING CAPACITY). PILES TO BE CUT OFF BELOW DOCK ELEVATION. \ J" x G" IPE HARDWOOD DECKING FASTENED TO STRINGERS W/ 2 # I Ox 3j' 55 DECK SCREWS @ E.A. SUPPORT. A. i,- • •^�• tie' NEW P.T. 3" x G" LEDGER FASTENED TO SEAWALL CAP WITH J" x 8" 5.5. �P ROVED ANCHORS BOLTS BY 5IMP50N INTO SEAWALL CAP, TYP. U.O.N. @ I 1 ••r• •••• Luis ROSAS- uY0 OON D i D. EB-O 04 5� 1 1 401 S.W. 40 ST., Su1TE 245, MIAM1, FL. 33 1 PHONE:(305) 386-3858 FAX:(305) 553-0950 {i) WWW.RGECS.COM w U w :z J w U ~ 8 � 0 �Zt= QQ¢w M0< m/U mm� m Z' SECTION A (5HEET 5-2): SCALE: 111 P.T. 3" X 5" STRINGERS @ I G" o.c. (MAX.) FASTENED TO HEADERS W/ 14" GALV, HURR. STRAPS (USP RT 16 STRAP, UPLIFT CAP, 905#) w/ 5-1 Gd GALV. NAILS EA. END (TYP) EXISTING CONCRETE SEAWALL WITH NEW BATTER PILES AND SEAWALL CAP TO REMAIN. EXISTING FOOTER AT TOE OF SEAWALL TO REMAIN. v 4" x G" IPE HARDWOOD DECKING NEW PRECAST 1 2" SQ. CONCRETE DOCK SUPPORT PILES W/ 5,000 PSI MIN. CONCRETE $ 4-7/1 6" DIAMETER 270 K51 ASTM A41 6 LOW -LAX STRANDS W/ 2j" MIN. CONCRETE COVER TO TIES. PILES TO BE DRIVEN TO A MINIMUM PENETRATION OF 12' INTO FIRM MATERIAL, OR REFUSAL, PILES TO BE DRIVEN TO A BEARING CAPACITY OF 25 TONS, PILES TO BE CUT OFF G' ABOVE DOCK ELEVATION. jk TOP OF NEW DOCK IV +5'-0" NGVD J" x 10" IPE HARDWOOD FASCIA FASTENED TO STRINGERS W/ 2 # I Ox 3j" 55 DECK SCREWS @ E.A. SUPPORT. M.H.W. EL + 1'-3" N.G.V.D. N.G.V.D. /1�1kUC� J , 4ppR0( f�FVI Leo Luis RosAs-G YON COM 1 C. EB-00040 / 1 1 401 S.W. 40 St., SUITE 245, MIAMI, FL. 33 1 PHONE:(305) 3BG-3B58 FAX:(305) 553-0950 ZJ WWW.RGECS.COM U U LU ~off pm0 Z QN E8Q mm� 0*0 w 2 w U (u 0-0 U� 8� pw ca z wU m� V RE N N v Q oOZ NO�mPOoO~[ m�u�oN� W20��CD�� to O — O r r GQ 0�20mo_uo_ sheet no. S-3 3 of 4 ffffff 6000 .0000 f f **:Soo f •a 00:0 f :0 0 0 0 : GENERAL NOTES ELEVATIONS SHOWN REFER TO THE NGVD 1929, ALL DIMENSIONS ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD, fill IT 15 THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF ENGINEER BEFORE PROCEEDING WITH a WORK. J IT 15 THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH LOCAL, STATE AND FEDERAL ENVIRONMENTAL PERMITS ISSUED FOR TH15 PROJECT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISIONS OF THESE PERMITS, al APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE, 5th EDITION (2014). C CONTRACTOR TO DETERMINE THE 5USTAINABILITY OF EXISTING STRUCTURES AND VERIFY ALL DIMENSIONS. THE CONTRACTOR 15 RESPONSIBLE FOR ALL METHODS, MEANS, 5EQUENCE5 AND PROCEDURES OF WORK, E CONTRACTOR TO VERIFY LOCATION OF EXITING UTILITIES PRIOR TO COMMENCING WORK. a ANY DEVIATION AND/OR SUBSTITUTION FROM THE INFORMATION PROVIDED HEREIN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK, F.4 O a PRECAST CONCRETE PILING C On !M-• I . PRECAST CONCRETE DOCK PILES SHALL BE 1 2" X 1 2" PILES W/ 5,000 P51 MIN. CONCRETE # 4-7/1 G" DIAMETER 270 K51 A5TM A4 I G LOW -LAX 5TRAND5 W/ 2 Vz" MIN. CONCRETE COVER TO TIES. • W P-4 •a •• Q•� 2. ALL PILES SHALL BE DRIVEN TO A MINIMUM BEARING CAPACITY OF 25 TONS WITH 12' MINIMUM PENETRATION INTO FIRM MATERIAL BELOW SILT LAYER, OR 6'-0" MIN. INTO ROCK, OR REFUSAL.PROVIDE W/ 3.4 SPIRAL TIES @ 3" O.C. so** r • i • 3. ALL PILES MUST HAVE A MIN, LENGTH OF 25'-0" AND BE DRIVEN TO REFUSAL OR 32 HAMMER BLOWS (4,500# MIN. HAMMER WEIGHT / 7-6" MIN. HAMMER DROP) FOR THE LAST 10" OF PENETRATION, • • • • + • • • 4. PILES SHALL BE CUT OFF AT ELEVATIONS SHOWN ON THE PLANS # SECTIONS. • _ • WOOD •••• • � I , PRIMARY WOOD FRAMING MEMBERS SHALL BE NO. 2 PRESSURE TREATED SOUTHERN PINE OR BETTER. (FB- 1050 P51 MINIMUM). •• • •• 2. ALL DECKING SHALL BE NO. I GRADE OR BETTER. (1`15-2000 P51 MINIMUM). • • • + 3. ALL DIMENSIONAL LUMBER SHALL COMPLY WITH A.I,T.C. 109-G9 SPECIFICATIONS. • PILE DRIVING NOTES •• ••• • 9 I , PILE DRIVING OPERATIONS SHALL BE OBSERVED BY A SPECIAL INSPECTOR, INCLDUING TEST PILES IF REQUIRED. w� 2. PILES SHALL BE DRIVEN U51NG AN APPROVED CUSHION BLOCK CON515TING OF MATERIAL 50 ARRANGED 50 AS TO PROVIDE THE TRANSMISSION OF HAMMER ENERGY.Uj w U 3. PILES SHALL BE DRIVEN TO REQUIRED CAPACITY, MINIMUM PENETRATION OF 12' INTO FIRM MATERIAL BELOW SILT LAYER OR G-O" MIN. INTO ROCK, OR REFUSAL. U J a 0 4. PILES SHALL BE DRIVEN WITH A VARIATION OF NO MORE THAN V4" PER FOOT FROM THE VERTICAL OR FROM THE BATTER LINE INDICATED WITH A MAX VARIATION OF THE HEAD OF THE PILE FROM THE P051TION SHOWN ON THE PLANS OF NO MORE THAN 3". p I,—tL 5. MINIMUM PENETRATION OF ALL PILES TO BE AS FOLLOWS: INTO BEDROCK: -G MIN INTO YIELDING MATERIAL: -I O' MIN. w E g MINIMUM SAFE BEARING: 25 TONS PRECAST CONCRETE PILE 15 TONS TIMBER PILE W O Q HARDWARE, BOLTS AND FASTENERS Z 8 o w (� I . ALL MISCELLANEOUS STEEL COMPONENTS, BOLTS AND HARDWARE SHALL BE TYPE 3 1 G 5TAINLE55 STEEL, m m co MISCELLANEOUS 1- L 1 . FASTENERS EMBEDDED INTO CONCRETE STRUCTURES SHALL BE ANCHORED WITH TWO PARTY EPDXY ADHESIVE (HILM, INC MIT- MY 200 ADHESIVE ANCHOR SYSTEM FL# 17180). ANCHOR HOLE5 SHALL BE DRILLED TO 1/8' GREATER THAN THE SPECIFIED FASTENER SIZE. HOLES SHALL BE DRILLED TO MINIMUM DEPTH SHOWN ON PLANS k SHALL BE THOROUGHLY CLEANED OUT AND DRY PRIOR TO INJECTION OF EPDXY, $ TURBIDITY BARRIER APPROVED TURBIDITY BARRIERS SHALL REMAIN IN PLACE DURING ALL PHASES OF IN -WATER WORK. CONTRACTOR SHALL EMPLOY AND MAINTAIN ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES DURING ALL PHASES OF WORK, LOADS WIND LOADS AS CALCULATED BY A5CE 7-10. CATEGORY II STRUCTURE, FOR A WIND LOADING OF 175 MPH, EXPOSURE 'C'. LIVE LOAD - GO PSP DO NOT SCALE DRAWINGS FOR DIMENSION. DEAD LOAD - 10 P5F STRUC , A�� w APPRcvED DATEfg Luis ROSAS-G YON COM C. EB-00040 1 1 401 S.W. 40 ST., SUITE 245, MIAMi, FL. 33 1 83 FHaNE:(305) 386-3858 FAX:(305) 553-0950 5 WWW.RGECS.COM ON N _ It 7g� Nu�ittff���d.0o0- Z m 0 m O W Z E) "D awz*6N-� Woo-goU_ 0mOtu co C