Loading...
DOCK-06-19-1396, 1107 NE 104th St (2)Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 1107 NE 104TH ST, Miami Shores, FL 33138 1122320290050 'ontacts H FRANK RUBIO Owner Dock and Marine Construction Contractor 1107 NE 104 ST, MIAMI SHORES, FL 331382657 Glen Larson rubiolaw@aol.com 752 NE 79 ST, Miami, FL 33138 Other: 3057919911 glarson@dockandmarine.net Description: NEW DOCK & BOATLIFT o= Valuation: $ 20,000.00 Inspection Requests: 3QS 76 94� Total Scl Feet: 225.00 ` s.. 10 ''• Fees Amount Application Fee - Other $50.00 CCF $12.00 DBPR Fee $9.00 DCA Fee $6.00 Education Surcharge $4.00 Permit Fee $550.00 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $15.00 Total: $735.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $735.00 Check# 11339 01/13/2020 $685.00 Check# 9771 06/18/2019 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Aonstruction and zoning. Futhermore, I authorize the above named contractor to do the work stated. 'j . ) a. -i% Authorized Signaty6. Owner / Applicant / ontractor Ageh Date January 13, 2020 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 1107 NE 104TH ST, Miami Shores, FL 33138 1122320290050 . Contacts H FRANK RUBIO Owner Dock and Marine Construction Contractor 1107 NE 104 ST, MIAMI SHORES, FL 331382657 Glen Larson rubiolaw@aol.com 752 NE 79 ST, Miami, FL 33138 Other: 3057919911 glarson@dockandmarine.net Description: NEW DOCK & BOATLIFT Valuation: Inspection Requests: p $ 20,000.00 305 762-4949 I Total Sq Feet: 225.00 Fees Amount Application Fee - Other $50.00 CCF $12.00 DBPR Fee $9.00 DCA Fee $6.00 Education Surcharge $4.00 Permit Fee $550.00 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $15.00 Total: $735.00 Applicant Copy Payments Date Paid Amt Paid Total Fees $735.00 Check# 11339 01/13/2020 $685.00 Check # 9771 06/18/2019 $50.00 Amount Due: $0.00 For Inspections, Call (305) 762-4949 or Log on at https://bldg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. January 13, 2020 Page 1 of 2 I�ilil�u'tl 1�'f Z� !�j 1 Miami Shores Village JN8 Erg Building Department �9 10050 N.E.2nd Avenue, Miami Shores, Florida 331381 t Tel: (305) 795-2204 Fax: (305) 756-8972 BY: INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No.0 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1107 NE 104 St City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -2232-029-0050 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): H Frank Rubio Phone#: 786.251.4153 Address: 1107 NE 104 St City: Miami Shores State: Florida Tenant/Lessee Name: Phone#: Email: rubiolaw@aol.com Zip: 33138 CONTRACTOR: Company Name: Dock and Marine Construction Phone#: 305-751-9911 Address: 752 NE 79 Street City: Miami State: FL Zip: 33138 Qualifier Name: Glen Larson Phone#: 305-310-5288 State Certification or Registration #: CGC1505283 Certificate of Competency #: E410 DESIGNER: Architect/Engineer: Leandro Fernandez Phone#: 786-390-7493 Address: 756 Ne 79th St City: Miami State: FL Zip: 33138 Value of Work for this Permit: $; Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration L&-Mew ❑ Repair/Replace ❑ Demolition Description of Work: �� %` , -? 0 C C_->� ( A � c —, \- V �-" - Specify color of color t ru tile: Submittal Fee $ 1 - Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ // TOTAL FEE NOW DUE $ (O S' , (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 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 on estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the bsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r Signature - G� Signature OWNER or AGENT The foregoing instrument was acknowledged before me this ?—day oby `f / �� V t��+ ` ��1� 20 , 1" � � /� )I t--Who is personally known to me or who has produced /; as identification and who did take an oath. NOTARY PUBLIC: Sign: '" d / C,,) Print: ELIZABETH ROBB Fs Notary Public Seal: • State of Florida Commission # GO 242944 ?. My Comm. Expires Dec 5, 2021 t Bonded through Vational Notary Assn. ************************* ,10 APPROVED BY CONTRACTOR The foregoing instrument was acknowledged before me this day of, )�j�Yl , 20 19 by ?I j41f who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Print: (69W�� �J� Seal: < NOTARY PUBLIC i° -STATE OF FLORIDA �- Comm# GG233128 •"00E lg�' Expires 6/28/2022 Plans Examiner �C' I Zoning Structural Review Clerk (RevisedO2/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ■:■rrrrrrrrr■■rr■■■■■■■■■■■■rrrrrrrr■■■■r■■■■■■■■rrr■■■■■■■■■■■■r■■■■■■■■■■■■■■rrrrrr■rrrr BUSINESS NAME: Do COY an (. M(A,riVA-(�. ()Y\S t-j Vt,C.i( UV1 BUSINESS ADDRESS: -7 r" CITY DN1 ft I STATE F Lr ZIP .3,3 13 9 BUSINESS PHONE: (3 OS) -7 C1 I - q C1 ! i FAX NUMBER(_) _ CELL PHONE { ) QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: C�i.So 1�? t; ) RICK SCOTi, GOVERNOR JONATHAN ZACHEM, SECRETARY bpf a DEPARTMENT OF BUSINE PROFESSIONAL REGULATION CONSTRUCTCONSTRUCT1 BOAR THE GENERAL'C' NT4 UNDER THE PROVISIONS U � } T UTES 13 EXPIRATI ATE- 31, 2020 Always verify licenses online at MyFloridaLicense.com T��rWMA Do not alter this document in any form. T, This is your license. It is unlawful for anyone other than the licensee to use this document. 001781 Local Business Tax Receipt Miami -Dade County; State THIS IS NOTA BILL'. -DO NOT:PAY 10 �"..• i.•/ CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 06/07/2019 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 policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms 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 endorsement(s). PRODUCER Mitchell, York 8r Cooper Marine Insurance 1442 Arthur Rd Monticello KY 42633 CONTANAME: Stephen York PHONE FAX N E : 772-349-2052 A/c No): E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC # INSURER A: Great American Insurance Cos 26344 INSURED Dock 8 Marine Construction, Inc INSURER B : Navigators Insurance Co 42307 Dock & Marine Construction Corporation INSURER C : 752 NE 79th Street INSURER D : Miami FL 33138 INSURERE: INSURER F : COVERAGES CERTIFICATE NUMBER:1 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. INSR LTR TYPE OF INSURANCE ADDL SU D POLICY NUMBER POLICY EFF MM DD/YYYY POLICY EXP MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1000000 A CLAIMS -MADE OCCUR PREMISES Ea occuDAMAGE TO rrence) $ 100000 MED EXP (Any one person) $ 10000 Protection & Indemnity PERSONAL & ADV INJURY $ 1000000 OMH144-16-50 09/18/2018 09/18/2019 GEN'L AGGREGATE LIMIT APPLIES PER: i GENERAL AGGREGATE $ 2000000 P&I includes crew POLICY jE LOC coverage for 9 members PRODUCTS - COMP/OP AGG $ 1000000 $ OTHER: and Tower's Liability AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ UMBRELLA LIAB VI OCCUR H018LIA95720201 09/20/2018 09/20/2019 EACH OCCURRENCE $ 4,000,000 AGGREGATE $ 4,000,000 B EXCESS LIAB CLAIMS -MADE DIED RETENTION $ 10000 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVE PER OTH- STATUTE ER E.L. EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED9 ❑ N / A (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ If yes, describe under DESCRIPTION OF OPERATIONS below O DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached if more space is required) MARINE CONSTRUCTION OPERATIONS Certificate holder is additional insured. Subrogation is waived. I:111:Lei 111U4V MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Produced using Forms Boss Web Software. www.FormsBoss.com (c) Impressive Publishing 800-208-1977 DOC K&MA-01 SSAINE ,4coR©CERTIFICATE OF LIABILITY INSURANCE �--"� DATE(MM/DD/YYYY) 6/12/2019 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 policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms 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 endorsement(s). PRODUCER CONTACT Jordan Stuermer NAME: PHONE FAX (A/C, No, Ext): A/c, No): Reliance Partners, LLC 325 Market Street Suite205 Chattanooga, TN 37402 aDoRIE :jordan.stuermer reliancepartners.com INSURERS AFFORDING COVERAGE NAIC # INSURER A: Berkshire Hathaway Homestate Companies 004207 INSURED INSURER B : INSURER C : Dock & Marine Construction Inc. Dock & Marine Construction Corp. 752 NE 79th SAtreet INSURER D : INSURER E : Miami, FL 33138 INSURER F : COVERAGES CERTIFICATE NUMBER- 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. INSR T TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF M POLICY EXP M/ LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES Ea occurr nce $ MED EXP (Any oneperson) $ PERSONAL & ADV INJURY $ GENT AGGREGATE LIMIT APPLIES PER: POLICY jE0 LOC OTHER: GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTEO�S ONLY AUTOS SSWN AUTOS ONLY AUTOS ONLY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY Perperson) $ BODILY INJURY Per accident $ Pe�acEadenDAMAGE $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATIONPER ANDEMPLOYERS' LIABILITY Y/N ANY OFFICER/MEMBER/EXCLUDED? ECUTIVE (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A DOWC015313 2/1/2019 2/1/2020 H- X STATUTE X ERT E.L. EACH ACCIDENT 1,000,000 $ E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT 1,000,000 $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached if more space is required WC Includes USL&H and blanket Waiver of Subrogation. Copies of endorsements will be forwarded upon receipt from carrier. CGC1505283 MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD V . r • 7RAVIS HENDALL G Jgl✓/HS 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2362 TELEPHONE: (305) 795-2207 FAX: (305) 756-8972 DEVELOPMENT ORDER File Number: STPL-000046-2019-46 Property Address: 1107 NE 104" Street Miami Shores FL 33138 Property, Owner/Applicant: Frank Rubio Address: 1107 NE 1045` Street Miami Shores FL 33138 Agent: Glen Larson Address: 752 NE 79 Street, Miami, FL 33138 Whereas, the applicant Frank Rubio (Owner), has filed an application for site plan review before the Planning Board on the above property.. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review for a new dock and boatlift. Whereas, a public hearing was held on September 26, 2019 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all finther development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to secure final approval from the Department of Regulatory and Economic Resources, Natural Resources Division and the Army Corps of Engineers, before a building permit will be issued. 2) Applicant to comply with all requirements of FEMA, the NFIP and the Florida Building Code for construction in the special flood hazard area. Page 1 of VISIT US www.miamishoresvillage.com 3) Applicant to add lights on evert other pile along walkway and on the piles at the end of the dock, and night time reflectors on all outside posts on the dock. 4) Applicant to meet all applicable code provisions at the time of permitting. 5) Applicant to obtain a building permit before commencing work. 6) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. The application with conditions was passed and adopted this 261b day of September 2019 by the Planning and Zoning Board as follows: Motion to approve subject to Staffs recommendations made by Ms. Irene Hegedus, Seconded by Mr. David Snow and the Motion was approved 3-0. Mr. Snow Yes Mr. Bergman Absent Ms. Hegedus Yes Mr. Brady Absent Chairman Busta Yes Date John Busta Chair, Planning Board Page 2 of 2 t Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RFr;:IPT lDATE: PERMIT #: JV� I, (Name) ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) 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 R _ / % Signature: /(SIGNA' PERMIT CLERK INITIAL: . A RESUBMITTED DATE: I -b io 11 PERMIT CLERK INITIAL: ORES �ORIto) P PERMIT ADDRESS: 1107 NE 104TH ST Miami Shores, FL 33138 APPLICATION DATE: 06/18/2019 SQUARE FEET: EXPIRATION DATE: 12/15/2019 VALUATION: CONTACTS NAME Contractor Glen Larson Glen Larson Owner H FRANK RUBIO PARCEL: 1122320290050 225.00 DESCRIPTION: NEW DOCK & BOATLIFT $20, 000.00 COMPANY ADDRESS Dock and Marine Construction 752 NE 79 ST Dock and Marine Construction Miami, FL 33138 752 NE 79 ST Miami, FL 33138 1107 NE 104 ST MIAMI SHORES, FL 33138 REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Zoning and electrical approval required. Electrical v.1 Requires Re -submit Michael DeVaney email: nu119 Comments: NEED ELECTRICAL PLAN FOR NEW BOAT LIFT. Planning v.1 Requires Re -submit Travis Kendall email: kendallt@msvfl.gov Review conducted by the planning and zoning department Comments: Docks require planning and zoning board approval please contact Mr Kendall to schedule an appointment or call 3057624864 in order to obtain an application for the required public hearing. Structural v.1 Approved Orlando Blanco email: null16 July 10, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 OREg ��➢�. -�i 1�3;T.. Apr+ �NrE� M "C F<ORIDp` ........ PERMIT ADDRESS: 1107 NE 104TH ST Miami Shores, FL 33138 APPLICATION DATE: 06/18/2019 SQUARE FEET: EXPIRATION DATE: 12/15/2019 VALUATION: CONTACTS NAME Contractor Glen Larson Glen Larson Owner H FRANK RUBIO PARCEL: 1122320290050 225.00 DESCRIPTION: NEW DOCK & BOATLIFT $20, 000.00 COMPANY ADDRESS Dock and Marine Construction 752 NE 79 ST Miami, FL 33138 Dock and Marine Construction 752 NE 79 ST Miami, FL 33138 1107 NE 104 ST MIAMI SHORES, FL 33138 REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Zoning and electrical approval required. Building v.2 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: Electrical approval require. Electrical v.1 Requires Re -submit Michael DeVaney email: nu119 Comments: NEED ELECTRICAL PLAN FOR NEW BOAT LIFT. Electrical v.2 Requires Re -submit CARLOS SOSA email: EL@MSVFL.GOV Comments: NEED ELECTRICAL PLAN FOR NEW BOAT LIFT. N.E.C. 210.8(C) GFI REQUIRED. PANEL SCHEDULE WITH CIRCUIT NUMBER. LOCATION OF OUTLETS ON DOCK WITH CONDUIT AND CONDUCTOR SIZE. MAD SR Planning v.1 Requires Re -submit Travis Kendall email: kendallt@msvfl.gov Review conducted by the planning and zoning department Comments: Docks require planning and zoning board approval please contact Mr Kendall to schedule an appointment or call 3057624864 in order to obtain an application for the required public hearing. Planning v.2 Approved Travis Kendall email: kendallt@msvfl.gov Review conducted by the planning and zoning department Structural v.1 Approved Orlando Blanco email: null16 October 25, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No.1660-0008 • Federal Emergency Management Agency Expiration Date: November 30, 2018 National Blood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and a1 attachments for (1) community official, (2) insurance agenftompany, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number. H FRANK RUBIO A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number. Box No. 1107 NE 104 ST City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 5, BLOCK 1, OF EVENINGSIDE, PLAT BOOK 44, PAGE 53. FOLIO: 11-2232-029-0050 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL .a..Latitudelker4gitude: Cat.26*52'15.81"N Long.80.10'28.81"W Horizontal Datum: Q NAD 1927 (]x NAD 1983 ... . Attact :atel"et 2 phgtpppphs of the buildng if the Certificate is being used to obtain flood insurance. A7. fluilding Diagram Number • 1A At. €or a 1561211ng with a orawlspace or enc iosure(s): • • • • 1) Squalefiootage o; aanM9space or endosure(s) N/A sq • • • • •b) Number of perma080fftdprd openings in the crawlspace or enclosure(s) within 1 D ;"T We% • • • c� Total h6f Aam of flood openings in A8.b N/A sq in • d) Engirieeseaflood openings? ❑ Yes Z No JAN 017 2020 A9. For a building with an attached garage: NATURAL RESQUR: ES DIVISION DEPARTMENT OF REGULATORY a) Square footage of attached garage 400.00 sq ft AND E C C N O M I C R E S C U R C E S b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b WA sq in d) Engineered flood openings? 0 Yes [D No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) MATION B7. NFIP Community Name & Community Number 62. County Name JAN 13 s. state MIAMI SHORES 120652 MIAMI-DADS NATUI',L Florida RE B4. Map/Panel Number 85. Suffix B6. FIRM Index Date 87. FIRM Panel Effective/ Be. Flood AND zone(s) U.��fd6d R* Wb R qi=ur�th) Revised Date 120MM306 L 09-11-2009 09-11-2009 AE 8 FT 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: FIS Profile a FIRM 0 Community Determined 0 Other/Source: B11. Indicate elevation datum used for BFE in Item B9: Q NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes ®x No Designation Date: CBRS 0 OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 r- , , Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1107 NE 104 ST City State ZIP Code mpany NAIC Number MIAMI SHORES Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, VI—V30, V (with SFE), AR, ARIA, AR/AE, AR/A1A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: B-26•R Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. Q NGVD 1929 0 NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.23 ❑x feet ..❑ meters b) Top of the next higher floor WA .'(�c feet • •0 fneters • .... c) Bottom of the lowest horizontal structural member (V Zones only) WA . .O feet-.. peter ;... d) Attached garage (top of slab) . 8043 • •© feet 0 meters .... ...... �... a) Lowest elevation of machinery or equipment servicing the building location In Coments) type m ..' 8.$1 feet ""'. x ❑ meters Q (Describe of equipment and .. .. . . f) Lowest ,adjacent (firrlshed), grade next to building (LAG) ..... &.16 • • d feet .. t7 meters..... , Highest adjacent finishedgrade next to building HAG $S4� x feet meters '. h) Lowest adjacent grade at lowest elevation of deck or stairs, incuding ...... ' 8,20.:M feat meteV • • • • structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certificaboh is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the brlbrmahon on this Cerfrrcata represents my best offo fa to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes 0 No ❑ Check here if attachments. Cer iffer's Name License Number GEORGE IBARRA 2534 AGE... Ieq rise PROFESSIONAL LAND SURVEYOR M ; NO. cc Company Name NOVA SURVEYORS, INC M: ATE OF Address 1355 NW 97 AVE, SUITE 200 �4ORIDp'. 'off ; ANo sv� City State ZIP Code MIAMI Florida 33172 Signature Date Telephone Ext. 10-19-2018 (305) 264-2660 Copy all pa of this Elevation Certificate and all attachments for (1) community oftidal, (2) insurance agent/oompany, said (3) building owner. Comments (induding type of equipment and location, per C2(e), if applicable) SECTION C 2(E) LOWEST ELEV MACHINERY IS A/C PAD. LAT. b LONG. PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION s 7.22 FT FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 1107 NE 104 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -ES. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1-E4, use natural grade, K available. Check the measurement used. in Puerto Moo only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawispace, or enclosure) is ❑ feet ❑ meters Q above or 0 below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Buildin Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), • • the next her4loor (elevation C2.b in • 11% diag rof the building is ❑ feet ❑ meters above or ❑ below the HAG. Jj.&achekdgaaege (top e9fIlabjis feet ❑ meters ❑ above or ❑ below the HAG. ...... M •lop of pia .pf macNigeray and/or equipment se Mcing• Iding is.... • ❑ feet ❑ meters Q above or ❑ below the HAG. ..... tre 2ane AO.&*? If no flcabiik3 % number is available, is the top of the bottom floor elevated in accordance with the community's • • • 4loodpiain matagement'drdIhIance? [] Yes ❑ No 0 Unknown. The local official must certify this information in Section G. • • • • • • .:...: SEC ON F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION .... . . • Ie praperty owner qr owner's hathorized representative who completes Sections A, B, and E for Zone A without a FEMA-issued or eommunity4sAudIiF, E) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name H FRANK RUBIO Address City State ZF Code 1107 NE 104 ST MIAMI SHORES Florida 33138 Sianature Date Telephone Comments ® 11qWT31 JAN 13 2020 NATURAL RESOURCES DIVISION ®NRECONO� C RE OURCENT OF O RY AD ES nu JAN 0.1 2020 NATURAL RESOURCES DIVISION DEPARTMENT RY AND ECOE31,vc RESOURCES ❑ Check here if attachments. FEMA Form 086-0-M (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding Inforrsation from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 1107 NE 104 ST City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in items G8-G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AO. G3. ❑ The following information (items G4—G10) is provided for community fkoodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. DatA lli�cate of Complianee/Occupa'r�iJssued • • ....2r .... . ..... G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement . G8. Elevation of as -built lowest floor (including basement) • ❑ feet Q's of the building: DatuM • Gg. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ rridters Datum .. . . .. . . . G10. Community's design flood elevation: E] feet C] meters Datum Local Official's Name Tale Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 MISS NW 97TH AVE, SUITE 200 MIAMI, FL 33472' Nova Surveyors, Inc. SURVEY NO 18-0000983-1 . TELEPHONE: (305) 264-2660 FAX: (305)264.0229 DRAWN BY: LAND SURVEYORS SHEET NO 1 of 2 SURVEY OF LOT 5, BLOCK 1, OF EVENINGSIDE, ACCORDING TO THE PLAT THEREOF AS 17= POF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. , PROPERTY ADDRESS: 1107 NE 104 ST, MIAMI SHORES, FL 33138 FOR: H FRANK RUBIO • JAN 13 2020 LOCATION SKETCH Scale 1" = NT.S. NATURAI. RESOURCES DIVISION DEPARTMENT OF REGULATORY Nof subdivided I IOp p i' Q n� :••• • •—w��••••���-� SUBJECTFTV ��� k • • • ►�$ • • PROPERTY a `e s -- • • • o • �� Cp(� a • • • e�" • �19• : !2 g // to 9 8 T A 6' q �1 3 g z 8 I ? •. e •.�, '4c �� ta, aR+ •• i••••• • i �da;,r•�+ I�j �J •• `�ri 12 • )tY• b • 9• 8 7 6 5 4 3 2 •y 1 h �• 1�` • • • ems, / s+ ayy�., . • �"� .az der • • • • • • Nof 9ubd: vided Of • �� • �\'••' ;Lit rIW ATTXTl-% Q T TI ABBREVIATION AND MEANING A = ARC A/C = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT A/R = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR.=ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. • FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.SEG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.A.P. = NOT APART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK 0/S = OFFSET OVH.=OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRIM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT.=PAVEMENT PWY=PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT R/W = RIGHT-OF-WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED ­� = ANGLE L = CENTRAL ANGLE T = CENTER LINE tl = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY•'1: - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NCTED. THIS FIRM :i'As NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: AE COMMUNITY/PANEUSUFFIX: 120652 0306 L DATE OF FIRM: 09111/2009 BASE FLOOD ELEVATION: 8 FT. LEGEND TYPICAL —OH- OVERHEAD UTILITY LINES 2= C.B.S. = WALL (CBW) C.L.F. = CHAIN LINK FENCE -0--0- I.F. = IRON FENCE rr-rr W.F. = WOOD FENCE • 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEOGRAPHIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. B-26-RA LOCATOR NO. 3250 NE ELEVATION 17.23 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: �4�- CWDRr,E IBARRA (DATE OF FIELD WORK) e- M- !8- PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: Dom. 7""` CERTIFIED TO: H FRANK RUBIO AGE IBq 1..ai .. *0 I FI cgTF �* JAN 0 7 2020 o NO. a 0 s W lb4I; - Oi STATE OF N N f AI WF?, RE t],Ut' : S Gl-. ' aION .'c<ORIOP. DEPART RENT G: REGULATORY �gN" 'k1.4�`� AND ECONOMIC RESOURCES SURVEYOR'S SEAL S • �"� .az der • • • • • • Nof 9ubd: vided Of • �� • �\'••' ;Lit rIW ATTXTl-% Q T TI ABBREVIATION AND MEANING A = ARC A/C = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT A/R = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR.=ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. • FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.SEG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.A.P. = NOT APART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK 0/S = OFFSET OVH.=OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRIM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT.=PAVEMENT PWY=PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT R/W = RIGHT-OF-WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED ­� = ANGLE L = CENTRAL ANGLE T = CENTER LINE tl = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY•'1: - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NCTED. THIS FIRM :i'As NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: AE COMMUNITY/PANEUSUFFIX: 120652 0306 L DATE OF FIRM: 09111/2009 BASE FLOOD ELEVATION: 8 FT. LEGEND TYPICAL —OH- OVERHEAD UTILITY LINES 2= C.B.S. = WALL (CBW) C.L.F. = CHAIN LINK FENCE -0--0- I.F. = IRON FENCE rr-rr W.F. = WOOD FENCE • 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEOGRAPHIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. B-26-RA LOCATOR NO. 3250 NE ELEVATION 17.23 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: �4�- CWDRr,E IBARRA (DATE OF FIELD WORK) e- M- !8- PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: Dom. 7""` CERTIFIED TO: H FRANK RUBIO AGE IBq 1..ai .. *0 I FI cgTF �* JAN 0 7 2020 o NO. a 0 s W lb4I; - Oi STATE OF N N f AI WF?, RE t],Ut' : S Gl-. ' aION .'c<ORIOP. DEPART RENT G: REGULATORY �gN" 'k1.4�`� AND ECONOMIC RESOURCES SURVEYOR'S SEAL S 1355 NW 97 AV SUITE 200 SURVEY No. 18-0600983-1MIAMI, ` TELEPHONE: ONE:(A33162 ;.Qua 'tttruPgjarz ,`nr. TELEPHONE: (305) 264-2660 �J j�IC 1 �J FAX. (305) 264-0229 LAND SURVEYORS SHEET No. 2 OF 2 DRAWN BY: LG. — BOUNDARY SURVEY SCALE = 1"= 20' CA N A L (N.A.P.) BOAT BOAT 6.04 BRICK DECK 8.63 LIFT N LIFT F.I.P 3/4" CAP x 3/P4" :. '3614 CSx oI '2 3'.. °189NO STEPS00 11• NO CA 0.10'CL 1400' . 000 • * BRICK 853 0 ;85 .. • • •... • m 100000 ' .00 ' • • • .••••• m h :6. Nt 8.66 •••• • • :••••: BRICK 40.00' un K 0 00 • 000 ...... . 00 0 • 8.91 • • • • . • • • 00 00000 • .. .$�S8 ' • • • 8.92 ' .•. •.• •••••. 8.73 8.90 C.P. 9.00 x �' ; • • .• .•.••: • • 89' + x 10.1 ' •••• 55.00' LOT-5 LOT-6 BLOCK-1 8.97 LOT-4 BLOCK - 1 - 1 M ONE STORY o Cl)BLOCK x �y e- RES. # 1107 m A/C M F.F.E.=9.23' P GARAGE=8.43' 4' I. F. 8.99 �A�' Lao 6.95' 16.31' 0. 0' 8.74 5.35' x x C.P. 8.54 6' I.F. 0 8.66 8.12 v w 0.31'CL 810 x ON/PL 9. 1' 23.00' iv 0 x 820 v 4' C.B.W. c ASPHALT DRIVE 4D N 7.48 7.62 7.76 7.35 0°010'.. 4 x/— � 90-0,0... 268.03' -' B.C. F.I.P 3/4" 75.00' F.I.P 3/4" NO CAP U.P. F.I.P 3/4" NO CAP ASPH. 7 55 ASPH. NO CAP o RETURN RETURN - x c LO 4j 7.02 N.E. 1 04th. ST, 7.22o .� 'ASPHALT o < 7.10 O PVMT. H SURVEYOR'S NOTE: There may be Easements recorded in the Public Records not shown on this Survey. 1355 NW 97TH AVE, SUITE 200 MIAMI, FL,33.172` Nova Surveyors Inc. SURVEY NO 18-0000983-1 TELEPHONE: (305) 264-2660 7 FAX: (305) 264-0229 DRAWN BY: LAND SURVEYORS SHEET NO 1 of 2 SURVEY OF LOT 5, BLOCK 1, OF EVENINGSIDE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44, PAGE 53, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 1107 NE 104 ST, MIAMI SHORES, FL 33138 FOR: H FRANK RUBIO LOCATION SKETCH Scale 1" = NT.S. JAN 13 2020 • • • • • • • • • mats ats v..m SUBJECT � • • • • • --i�F' EE' � PROPERTY �--. t.7ew . •A# fag . 75 . 75' ,�, .a•� • ... _. i rx.., °° P • •' �i� 12 • pie 10 •• 9• g 7 6 5 4 3 2 E / Af`;• • R�a•J x°p• • • • • • yo f 5kbdi ided • rrcrczuA\� • • • • big♦ _, ..e Ah_ "A. • "� ` ,• ..:. • 'W t Jr IU% X T T 1k T!A Q T ABBREVIATION AND MEANING A . ARC A/C = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT A/R = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR.=ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.BEG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.A.P. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET OVH.=OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT.=PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY"): RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAN = RIGHT-OF-WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED ­� = ANGLE 4\ = CENTRAL ANGLE = CENTER LINE = MONUMENT LINE THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE N(NTED. THIS FIRM WAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: AE COMMUNITY/PANEL/SUFFIX: 120652 0306 L DATE OF FIRM: 09/11/2009 BASE FLOOD ELEVATION: 8 FT. CERTIFIED TO: H FRANK RUBIO LEGEND TYPICAL DEPARTMENT OF PALSLAMTO AND ECONOMIC /Jo f Subdi v/ded /A!e • ( P YrpY YAK' •f/ 8 i3A An •: tj• ` l7 to 9 8 % 4 a N.C. 10.3 aT. —OH- OVERHEAD UTILITY LINES 2= C.B.S. = WALL (CBW) x—x C.L.F. = CHAIN LINK FENCE -ate I.F. = IRON FENCE +-t W.F. = WOOD FENCE 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT, 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEOGRAPHIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. B-26-RA LOCATOR NO. 3250 NE ELEVATION 17.23 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY'. ZA* GEZRGE IBARRA (DATE OF FIELD WORK) PROFESSIONAL L4ND SURVFYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: itN O�GE.. 1Bq Q r0i C,11FICA9*W. N0.2534 i E STATE Ofq Sr <q Su 'I SURVEYOR'S SEAL S 1355 NW 97 A V SUITE 200 MIAMI,FLORIDA 33172 TELEPHONE: (305) 264-2660l iq U 1 u 1 FAX: (305) 264-0229 LAND SURVEYORS DRAWN BY.- LG. BOUNDARY SURVEY SCALE = 1 " = 20' CA N A L (N.A.P.) SURVEY No. 18-00098:'-1 SHEET No. 2 OF 2 BOAT .�- BOAT 6.04 BRICK DECK 8.63 LIFT N LIFT x F.LP 3/4" NO CAP :. 89°58'3 6.14': JC . .. S` CDx °1'23••. F.I.P 3/4" C S.�- STEP oO TIKI 14.00' 11 ' NO CAP 0.10'CL : 0.30'CL ...... + BRICK 8.53 i 6060 •.•••• 8.59 ••• •••• .• m c 8976 •• • •••... L 8.66 :- •••. :•...: BRICK 40.00' U� K � ••••• �••••• .••.•• 8.91 • • `.•�•� ••••. 00 8.92 • • • 8.73 8.90 C.P. 9.00 x •�• s••..: 8,9 55.00' LOT-5 LOT-6 BLOCK-1 8.97 LOT-4 BLOCK-1 M - 1 ONE STORY a Cl)BLOCK Cl) x j RES. # 1107 A/C M F.F.E.=9.23' P GARAGE=8.43' y 4' I.F. b 8.99 ro c'Ao' LSO 8.74 "' 6.95' 16.31' O.0' 5.35' x x C.P. 8.54 0 8.66 v 8.12 0.31'CL 8.10 x ON/PL 9. 1' 23.00' it x/_ h O x 8.20 er 4' C.B.W. c ASPHALT DRIVE Lo N 7.48 7.62 7.76 7.35 0°0'0"' x� 7 9000.011• 268.03' B.C. F.I.P 3/4" NO NO CAP U.P.75.00, F.I.P 3/4" NO CAP ASPH. 7,55 ASPH. 'oo NO CAP c RETURN RETURN 7.02 N.E. N.E. 1 n4th. ST. 0 'ASPHALT ~ 7.10 PVMT. SURVEYOR'S NOTE: - There may be Easements recorded in the Public Records not shown on this Survey. LEAF ENGINEERING RUBIO RESIDENCE 1107 NE 104 STREET MIAMI, FLORIDA Job #19-001 STRUCTURAL CALCULATIONS LEANDRo FERNANDEZ, P.E. FL PE# 71519 LEAF ENGINEERING CA# 29777 DOCK CALCULATIONS - PAGES 1-2 16,000# BOAT LIFT - PAGE 2 REPORTS 1 January 29, 2019 JAN 07 2020 I`ATU RAL }TIrSTACES DIVISION DEPARTMENT OF RE13ULATORY AND ECONC mtG RESOURCES 0 FeR / o Alo. 77519 STATE of S;L o R I D II LEAF ENGINEERING 756 NE 79 STREET, MIAMI, FL 33138 786.390.7493 - leaf LeafEngineetg.net •••• . . • • • • • • • • • • ...•. .... • ••• .. . •••••• • •••• • • • • • • ...•• .. • • • • • 00 00 • •••••• • • • • • • • • • • • • •••.•. • • 000 • • . • • • • • • . • STRUCTURAL CALCULATIONS FOR THE NEW DOCK AND BOAT LIFT. -Design in accordance with FBC 2017, NDS 2015, and current addendums. -A 6'-3" x 36'-0" marginal dock. -Wood piling to be 12" dia. 2.5 CCA piling,15 tons capacity. -New 16,000# capacity elevator lift. -Dock total gravity load=60 psf -Dock stringer Max. Clear span =6-0" -Joist Max. clear span =11' -Decking span =18" (1.5') -Adjustment factors:-Cm=0.85 for Fb & Cm=0.97 for Fv, Cr=1.15 Page 1 /2 JAN 0 7 2020 NA`3 UP,j�1. RESCUR ES DIVISION DEPAKITmC_NT ❑F REGULATORY AND ECONOrAiC RESOURCES Design values (southern pine) • • • • -Stringer- 3x12 #1 dense southern pine, Fb=1,100 psi, Fv=175 psi • • • • • • • • . • • • .. -Joists - 3x8 #1 dense southern pine, Fb=1,350 psi, Fv=175 psi • • • • • • • -Decking - 5/4 Ipe Decking, FbJ1,500 psi • • • • • • . • • . • • • • • • 3x12 Stringers Bolt ConnectionsDeck: .... -Loading 60psf x 6' = 360 plf • • • • ...... • • • • • • .. . • • • • • ..... Bending: -M=360 plf x (6,12) / 8 =1,620 lb-ft Sxx in : ":' ; ' ' ; • • • • • • •' (3x12)=52.73 -f b=1,620 lb-ft x 12"/' / 52.73 in 3 = 369 psi . ' . ...:. 0 * 0 0 ; -F'b=1,100 psi > 369 psi = fb OK BENDING• . ". • • • • : ' Shear: Shear: Depth of section is 7.5" fv = 360 plf x 3'=1,080# Fv=175psi x 2.5" x 7.5" = 3,281 # > 1,080# OK SHEAR -Loads to pile & hanging block at dock (max. Loading) =1,080 # to be resisted by (2) 3/4" dia. through bolts good for 583# each for a total of 1,166# > 1,080# (see report 1) OK PILE CONNECTION -Pile capacity 15tons = 30,000# > 1,080# OK PILE CAPACITY Tyn. 3 x 8 Joists a. 18" O.C. Loading 60 psf x 1.5' = 90 plf Bending: M=90 plf x (11')^2 / 8 = 1,361 lb-ft f b=1,361 lb-ft x 127 / 21.9 in13 = 746 psi F'b=1,350 psi x 0.85 x 1.15 =1,320 psi >746 psi = fb OK BENDING Shear: ';: , Depth of section is the whole member, 7.25" °� - — Z' ie _o C.� fv = 90plf x 5' = 450# "T 4,"J —.1 < = `C : Fv=175psi x 0.97 x 2.5" x 7.25" = 3,077# > 450# OK SHEAR J Attached to stringers with 1" LTS 12 S.S. strap w/(4)10d nails top & bottom, FL State product approval #10456.29 o� LEAF ENGINEERING Q fr 756 NE 79 STREET, MIAMI, FL 33138.._/;,.;o 786.390.7493 - leaf(a LeafEngineedng.net (_;T a ~ ` - G 0 < Page 212 Tvo. 5/4 x 6 IPE Decking (a). 6" O.C. Loading 60 psf x 0.5' = 30 plf Bending: M=30 plf x (1.5')12 18 = 8.4 lb-ft f b= 8.4 lb-ft x 127 / 0.92 inA3 =110 psi F'b=1,500psi x 0.85 = 1,275 > 110 psi = f b OK BENDING Shear: Depth of section is the whole member,1 "x6" fv = 90 plf x 1.5# =135# Fv=175psi x 0.97 x 6" x 1"=1,018# OK SHEAR Attached to each joist w/(2) #10 SS decking screws. 16.000 Ibs elevator boat lift: Loading shared pile is 16,000#14 + 12'x3'x60psf = 6,160# < 30,000# OK PILE CAPACITY If you have any question or comments, please do not hesitate to contact me at Ieaf5leafengineedn.net or call me at „ • • • • • 786.390.7493 . . • .... ...... - • • Y • r • • • • • • ♦ • • Y • • • •' •••••• • Sincerely, F E. • • :...:. �1� O O R il/ ®I°® .....• r • .. • • • .•:..` .• EAf3•�y'' .. .• .. ...... No. 71519 LEANDRO FERNANDEZ, = •• • • • • • • FL PE# 71519 cc — '; STATE OF to : •••• .... • LEAF ENGINEERING, - 0 '• A' �� '`•.. 'D CA# 29777 c�` �7/0N L ®®�e A JAN 13 2020 NA"Tl. UAL RESCIJRCE:3 DIVISION -PAR—MENT OF REGULATORY AND � CONDMIC RESOURCES R!D� 15 Ge=' JAN 0.1 2020 NATURAL RESOURCES DIVISION 0ERAR'r,`icNT C?c' REGULATORY AND EL-C; a'-'AiC RESOURCES LEAF ENGINEERING 756 NE 79 STREET, MIAMI, FL 33138 786.390.7493 - leaf@LeafEngineedno.net Design Method Allowable Stress Design (ASD)AJ Connection Type Lateral loading C Fastener Type Bolt 0 Loading Scenario Single Shear - Wood Main Member : I, REPORT 1 Main Member Type Southern Pine 0 Main Member Thickness 11.5 in. p Main Member: Angle of Load to Grain 1 0 Side Member Type Southern Pine Side Member Thickness Ff2.5 in. p Side Member: Angle of Load to Grain 90 Fastener Diameter 3/4 in. Load Duration Factor C_D = 1.0 Wet Service Factor it C_M = 0.7 •. • ; s Temperature Factor It C_t = 1.0 • • •; tn U t-tb ❑ W rx, l_ U_ 0 0 i V) ❑ LUzn. w w Q � W Z 0 Q Connection Yield Modes Im f 7426 lbs. Is 7741bs. �II 2503 lbs. IIIm 12703lbs. IIIs 583 lbs. IV 761 lbs. Adjusted ASD Capacity 58 llbs. I • Bolt bending yield strength of 45,000 psi is assumed. • The Adjusted ASD Capacity is only applicable for bolts with adequate end distance, edge distance and spacing per NDS chapter 11. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood Council. JAN 0 7 'LuZO DEP<,rc- ^it,t�''' (1F lF_GULlAT' AND ECONOMIC RECC(.!' ,SHonEst! Miami Shores Village Building Department 10050 NE 2nd Ave. F<p`R�DP Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 R159M%q�m JAN 0=7 2020 NATURAL RESOURM DIVISION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by /1,-(.- to perform special inspector services under the Florida Building Code 511 Edition (2014) and Mi mi Dade County Administrative Code at the I to 'I NG 0\4 5'r project on the below listed structure as of (date). I am a registered arch itect/professio n al engineer licensed in the State of Florida. Process Number: Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 511 Edition (2014) Miami Dade County Administrative Code, Article II Section 8.22 Special Inspector for • Trusses > 35 ft. long or 6 ft, high e ' 0900 • •• • _ Steel Framing and Connections welded or bolted •••• • Soil Compaction ..... - .... Precast Attachments • ;...;. • ....•.. Roofing Applications, Lt. Weight. Insul. Conc. • • • • • • :.0 • ..;..00 • Vother �IYIC/1 �••�•� . Note: Only the marked boxes apply. • • • • ' The following individual(s) employed by this firm or me is authorized representative to pejforgt•• • . inspection* • • • 0 • • •.•.•- • . • • I. 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 Iicensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engi >- to graduation from an architectural education program; successful completion of the NCEES Fundamentals Exa i 0 Cl W or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized perst=P o performing inspection services. N y I (we), understand that a Special Inspector inspection log for each building must be displayed in a LL convenient location on the site for reference by the Miami Shores Building Department Inspector. o iri p mandatory inspections, as required by the Florida Building Code, must be performed by the Miami s Q t' z z G„ Building Department .Inspections performed by the Special Inspector hired by the owner are in add o —' „s g a the mandatory inspections performed by the department. Further, upon completion of work under e w Building Permit, I will submit to the Building Inspector at the time of the final inspection the compl Q O inspection log forth and a sealed statement indicating that, to the best of my knowledge, belief and / �� W Z professional judgment those portions of the project outlined above meet the intent of the Florida Bu(j z Q Code and are in substantial accord tlEtita pfoval plans. I C ... >o( Engineer/Architect NameZ Signed and Sealed I Print_ -�] G t",, Jfi `� S - Date: Address 77 w l I ID P• .•$ �o �•�'� ��Q/d1W0��� LEANDRO FERNANDEZ LEAF ENGINEERING C.A. 29777 (78G)390-7493 LEAF@ LEAFEN GI N EERI N G. NET 75G NE 79th Street MIAMI, FL 33 138 DOCK AND MARINE CONSTRUCTION, CORP. 752 NE 79TH STREET MIAMI, FL 33138 305-75 1-991 1 F: 305-75 1-4(525 cJlar5on @dockandmarme. net www.dockancirnarine.net NATURAL RF-'q^URCES DIVISION GENERAL NOTES DEPA RTMENT OF REGULATORY AND CtONOMIC RESCU RCES GENERAL ELEVATIONS SHOWN REP ER TO THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. ALL DIMENSIONS ON PLANS ARE SUBJECT TO VERI !'7ATION IN THE FIELD. 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 THE ENGINEER BEFORE PROCEEDING WITH WORK. DESIGN: IN ACCORDANCE WITH APPLICABLE BUILDING CODE : FLORIDA BUILDING CODE 2017, A5CE 7-1 O, ACI 3 16 * ND5 CURRENT EDITIONS. DESIGN LOADS I . DOCK LL GO F5F WOOD PILING 1. ALL NEW WOOD PILES TO BE SOUTHERN PINE AND COMPLY WITH A.5.T.M D25-78 AND BE PRESSURE TREATED WITH C.C.A. TO 2.5 AS PER FEDERAL SPECIFICATIONS TT-W-55OD(I) OR TT-W-00550E(I) AND AWFA-MP-4. FILES TO HAVE A MINIMUM DIAMETER OF 1 2" 2. PILES SHALL BE CUT OFF AT ELEVATIONS SHOWN ON THE PLANS $ SECTIONS. 3. WOOD DOCK PILES SHALL BE 1 2" DIAMETER PILI'IG TREATED WITH C.C.A TO 2.5 DRIVEN WITH 15 TONS MIN. BEARING CAPACITY WITH 1 2' MIN. PENETRATION INTO ROCK. PRE PUNCH ROCK AS REQUIRED HARDWARE: ALL HARDWARE TO BE HOT DIPPED GALVANIZED ACCORDING TO A5TM A- 1 53-80 OR STAINLESS STEEL BOLTS: ALL MACHINE BOLTS TO BE HOT DIPPED GALVANZI`.C' ^;CCORDING TO ASTM A307 83A OR STAINLESS STEEL A. 3 X 12 STRINGERS TO PILES AND TO HANGING BLOCKS - TWO 3/4" DIA. GALVANIZED THRU-BOLTS WITH WASHER EACH SIDE. B. JOISTS TO STRINGERS : SIMPSON LT51 2 S.S. STRAPS W(4) IOd NAILS TOP # BOTTOM DO NOT BEND OVER JOISTS. FLORIDA STATE WIDE PRODUCT APr�OVAL # 1045G.29 C. DECKING TO JOISTS: TWO # 10 STAINLESS STEEL DECK SCREWS EACH INTERSECTION D. HANGER BOARD TO CAP AS PER DETAIL'C' ON PA E 4 1. PILE DRIVING OPERATIONS SHALL BE OBSERVED BY A SPECIAL INSPECTOR, INCLUDING THE TEST PILING, TO DETERMINE PROPER PILING LENGTH TO MEET THE DE51GN CRITERIA. 2. PILES TO BE DRIVEN WITH AN APPROPRIATE FOLLOW BLOCK, WITH A BUFFER MATERIAL SUITABLE TO ALLOW THE TRANSMISSION OF THE HAMMER ENERGY 3. PILES SHALL BE DRIVEN TO A MINIMUM BEAR �$PACI OF I TONS WIT 12' MIN. PENETRATION INTO POCK. �Rk�� PRE PUNCHING OR DRILLING SHALL BE w�ISI, N yy; 4. PILES SHALL BE DRIVEN U51NG A DKdF HAMMI,R OR GRAVITY HAMMER OF 4000 POUNDS, WITH A G' DROP OF THE HAMMER y�P 5 ` AME 5. PILE5 5HALL BE DRIVEN WITH NO MORE T � IN H TI ffrFQOT-FRO1vF- THE VERTICAL OR BATTER LINE INDICATELS 7F-A OF THE HEAD OF THlff. 4E FROM-;�(1E POSITION SHOWN ONE NAME f I � � 18 2019 LUMBER; 1 ALL DIMENSIONAL LUMBER SHALL BE # I GRADE 51 i'"R BETTER, AND COMPLY WITH A.I.T.C. 109-G9 SPECIFICATIONS UNLESS OTHERWISE NOTED, LUIVi7P TO BE KILN DRIED, AND MARINE PRESSURE t TREATED WITH A.G.Q. TO .40 DV TV Villnr� -- 9151 L11Y JAN 0-7 2020 NAI UW) L Rr:30U firs ES 6+ I1::a: e3S ,t1 DEPARTMENT GF REGULATORY AND ECONOMIC RESOURCES NEW DOCK AND BOATLIFT AT: RUBIO RESIDENCE 1 107 NE 104 ST MIAMI , FL. 33138 PAGE TITLE: MAP, PROPOSED SITE PLAN, AND NOTES `, 0 L— gY DATE: 8-1 5-201 8 REVISIONS: 2. RCES DIVISION ease • e e • e e • ••e• •see • •• • see• •e••e• • 00000 •••• • •see•. .00.0. •• •• •• •• • ••••• •••see • • • • • •• • of ••••• •e•e R os� 2 " pj T t � ig FEB 13 2019 NATURAL RESOURCES DI`i.SION DEPARTMENT OF REGULATORY AND ECONOMIC RESL URCES RER - NATURAL RESOURCES DIVISION PRE IMINARY APPROVAL NAME DATE AM" DWG#: 1 9-001 DRAWN BY: JK PAGE of 5 FF,°�j�'� \ P.•VNs�'®. * N 19 •'N STATE O •;� F LICENSE #71 5 19 Ax &�i?a JAN 13 2020 NATURAL RESOURCES DIVISION DEPARTMENT OF REGULATORY AND ECONOMiC RESOURCES PL LEANDRO FEKNANDEZ LEAF ENGINEERING C.A. 29777 (78G)390-7493 LEAF@ LEAFENGINEERING.NET 75G NE 79th Street MIAMI, FL 33 1 38 DOCK AND MARINE CONSTRUCTION, CORP. 752 NE 79TH STREET MIAMI, FL 33 138 305-75 1-991 1 F: 305-75 1-4825 6j1ar5on@dockandmanne.net www.dockancimarine.net SION r , F1�/,!A I � R 0 VA L NAIVE DATE 5 NEW DOCK AND BOATLIFT AT: RUBIO RESIDENCE 1 107 NE 104 5T MIAMI , FL. 33138 lll��GgII�'J� JAN 012020 NATUR.PAL RESOURCES DIVISION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES DATE: 8-1 5-2015 REVI51ON5: I. 2. DWG#: 1 9-001 DRAWN BY: JK PAGE 2af5 FEB 0 6 2019 NATURAL RESOURCES Dill.SIUN DEP„RTMENT OF R,"=GULATORY AND ECONOMIC LICENSE #7 1 5 19 PL O '1 �'!` .�:.,Lsev`� irly ES U fati:ie v 1i e.I; C= Isl w idea �:11 APPROV N c.1 a: G� J It U E c 0 S l ❑ � >�TE Q L--- ce Z Z ee 0 V�i` a D C� z W Z / ROP05ED I G,000 POUND ELEVATOR LIFT 1 2'-0" 0 TOTAL SQUARE FOOTAGE OF DOCK: 225' EW W OD DOCK TO DE N I N 5TAL D If G NEW CCA DOCK AND LIFT PILING � �'b 1 U Q W 12'-O" �) IINDENDEG DAVITS AND I I I I I I I I I( l FERS TO REMAIN \ l LEANDRO FERNANDEZ LEAF ENGINEERING C.A. 29777 (7(5G)390-7493 LEAF@LEAFENGINEERING.NET 75G NE 79th Street MIAMI, FL 33135 15TING STEPS DOCK AND MARINE CONSTRUCTION, CORP. 752 NE 79TH STREET MIAMI, FL 33 135 305-75 1-991 1 F: 305-75 1-4825 cJ lar5on @ dockandmarine. net www.dockandmarme. net I G'- �i�1111111111111117f1 l DECK TO RETURN OVER LAND AS SHOWN, SEE SECTIONS FOR ATTACHMENT 7 5'-0" NEW DOCK AND 13OATLIFT AT: RUB10 RESIDENCE 1 107 NE 104 5T MIAMI , FL. 33138 PAGE TITLE: PROPOSED LAYOUT 20'-0" U Q CD W DATE: 8- 1 5-201 8 REV1510N5: I. 2. pp-'� is 7 �U NATURAL RESOURCEo I)IVIS1pN E DEPARTMENT OF REGLdLAT❑RY LAND C0N;JMIC a. SEIATO S RER. NAME DATE. L RESOURCES mo •..• ; •,•• A A t..... • vlr-- . . UT4 vm 1 FEB 13 2019 NATURAL R--3OURCES DIVISION DEPARTMENT OF REGULATOR, AND ECONOMIC RE.SOURCLS NEW WOOD OCK TO EXTEND UND R CANTILEVER RER - NATURAL RESOURCES DIVISION PRELIMINARY APPROVA NAME DATE % v4rr �1 C �,,V• � DWG# 1 9-001 ' N — DRAWN 13Y: Jr. •' • < A OF ` • RID /0N yE14 ,``�v f. PAGE 'L 'ub _W� DEZ 3 of 5 LICENSE #71 5 19 I X 2 STRAPS (SEE NOTES FASTENER B) 3" X 1 2" STRINGER (2) 3/4" X 20" GALVANIZED BOLTS (SEE NOTES FASTENER A) DETAIL 'A' N.T.S. LEANDRO FERNANDEZ LEAF ENGINEERING C.A. 29777 (78G)390-7493 LEAF@ LEAFEN GI N EERI NG. N ET 75G NE 79th Street MIAMI, FL 33136 1 2" MIN PILE TIMBER (SEE NOTES) I —PROPOSED DECKING m� 3"X6"JOIST (SEE NOTES) EASU REM ENTS TAKEN FROM CENTER OF BOLT N 0 N e+� a ®0u O 0 ❑ S? w w 1 2" MINIMUM C.; It IX TIMBER PILE LL _U ❑ ZD �W f— a® �0< (2) 3/4" X 20" GALVANIZED BOLTS (SEE NOTES FASTENER A) JAN 0 7 ION iURALRESCURc-. S jivis ORY D ECONOMIC [ZEC! IRGES ECONOMIC ol ,: Al1ACHMLN] WITH a CONCRETE WEDGE ANCHORS MIN EMBEDMENT INTO CONCRETE 4", @ 24" OC DOCK AND MARINE CONSTRUCTION, CORP. 752 NE 79TH STREET MIAMI, FL 33 138 305-75 1-991 1 F: 305-75 1-4825 glar5on@ciockandmarine.net www.dockandmarine.net NEW DOCK AND BOATLIFT AT: RUBIO RESIDENCE 1 107 NE 104 ST MIAMI , FL. 33138 PAGE TITLE: FRAMING DETAILS N 9, 3 X 8 JOISTS @ 16" ON CENTER I X 2 STRAP (SEE FASTENER NOTE B) 3" X 1 2" STRINGER (SEE NOTES) DETAIL 'B' N.T.S. RER • QRAL RESOURC !M�n NA.I 3/4" S.S. WEDGE ANCHORS BOLTS BY SIMPSON FASTENERS INTO SEAWALL, MIN EMBEDMENT G" 3 X 12 STRINGE RER - NATURAL RESOURCES DIVISION PRE IMINARY APPROVAL NAME � DATE -- 2- w oP�s�° RY O Nv coI� 9 2p19 ION Y�... • . • • •f•ffY •1ff•• • G" r f 1 24" PT \/WOOD . • LONG HAIJGER.�-� �4O.N. ..f•:, 1 1 .25" • f. •..•• O m �t O mN c� 3/4" S.S. THROUGH - m BOLT W/WASHER m 5.6" FEB 0 6 2019 TYP NATURAL RESOURCES DjV,,slON DEPARTMCNT OF REGULATORY AND L GONUMIC RLSOURCES DATE: 8-1 5-2015 REVISIONS: i. 2. HANGER BLOCK DETAIL 'C' DWG#: DWG#: 1 9-001 DRAWN BY: JK PAGE 4 of 5 LICENSE #71 5 1 9 GX 12 HANGER BLOCK SEE DETAIL ON PAGE 4 RA XISTING RETAINING WALL AND POOL PATIO TO REMAIN 2X4 SLEEPERS TO EXISTING SLAB WIHT j STAINLESS STEEL FASTENERS @24" ON i CENTER \\/ EXISTING DECK SLAB TO REMAIN 3X8 JOIST AT 18" MAX ON CENTER -3" STING SEAWALL TO REMAIN BERM -4 WOOD DOCK PILING TO BE DRIVEN TO A MIN BEARING CAPACITY OF 15 TONS, HOLES SHALL BE PRE DRILLED INTO ROCK AS NECESSARY DOCK PILING EXISTING OBSERVATION PLATFORM TO REMAIN R� ECKING TO JOIST WITH 2 # 10 x 3" STAINLESS STEEL DECK SCREWS EACH INTERSECTION 2X8 SUB FASCIA ATTACHED TO DECK WITH I # 10 x 3" STAINLESS SCREW EACH BOARD TOP OF DOCK (NGVD) EL. +4.5 MHW (NGVD) EL. + I .G' — MLW (NGVD) EL. -0.4' 3X 12 STRINGER WITH 2-3/4 INCH HDG THRU BOLTS EACH INTERSECTION SEE DETAIL ON PAGE 4 G5pL1 O EPGP, EGG P� MECHANICAL REFLECTORS ON ALL EXTREMITIES OF LIFT AS PER CODE •ff• • • f ••.• 1> • f.� � • 000 •f�•'N�'� of • • �Q O FEB 0 6 2019 Ry +�r�tOU�� HIV€ Off! SD--P--ApTMcNT OF rF"G11.1LATORY AND ECONOMIO RES{ URGES DOCK AND MARINE a s•%• LEANDRO FERNANDEZ NEW DOCK AND BOATLIFT PAGE TITLE: DATE: 8-15-2015 DWG#:DWG#: 19-001 p 'yS LEAF ENGINEERING C.A. 29777 CONSTRUCTION, CORP. �_ 752 NE 79TH STREET AT: RUBIO RESIDENCE SEAWALL SECTION REVISIONS: DRAWN BY: JK r n m MIAMI, FL 33 138 5� ®� (78G)390-7493 305-75 1 -99 1 1 1 107 NE 104 ST 1. t� ^•, 0 '• ROD PAGE LEAF@LEAFENGINEERING.NET F: 305-75 1-4525 1 MIAMI , FL. i •• �� r� LEpcFI •�•"��••• 75G NE 79th Street glar5on@dockandmarme.net www.dockandmarme.net 33135 2• 5 5 LICtN50 5)9 MIAMI, FL 33138 of # J; Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: "lq " 159 b DATE: 0 t O 12-0 1, / rne, I (Name) ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) 'C)PV( YY 1 Address: 1 �n V C 1 ()4 ' '<�t From the building department on this date in order to have corrections done to plans And/or get County stamps. 1 understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Signature: I vF%L-j PERMIT CLERK INITIAL: S• PC RESUBMITTED DATE: PERMIT CLERK INITIA( Z()