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DOCK-19-1192Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Location Address Parcel Number 1480 NE 103RD ST, Miami Shores, FL 33138 1132050310070 ;ontacts Permit No.: DOCK -05-19-1192 Permit Type: Dock Work Ciassiftcaton: New Permit Status: Approved Expiration: 12/23/2019 RE INCEPTIO INC Owner SOUTHERN MARINE CONSTRUCTION, Contractor 1480 103 INC. ROBERT ROSSI PO BOX 414194, MIAMI BEACH, FL 33140 Business: 3058612764 Other: 3056136377 Inspection Description: INSTALLATION OF BOATLIFT Valuation: $ 25,000.00 on Requests: r5462-4949 Inspcti Total Sq Feet: 0.00 Fees Amount Application Fee - Other $200.00 CCF $15.00 DBPR Fee $11.25 DCA Fee $7.50 Education Surcharge $5.00 Permit Fee $550.00 Planning and Zoning Review Fee $35.00 Scanning Fee $12.00 Structural Review ($90) $90.00 Technology Fee $18.75 Total: $944.50 Payments Date Paid Amt Paid Total Fees $944.50 Check # 40130 06/25/2019 $744.50 Check # 40043 05/24/2019 $200.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all o k done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMB G, MECH C , WINDO , DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all t e foregoin info ation ' curateand tha all work will be done in compliance with all applicable laws regulating construction and zoning. Futher ore, I a or' the ab a amed conttor do th/e ork stated. 6�11/g Zee Authorized Signature: Owner / Applic nt / Contr ctor / Agent Date June 25, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ®BUILDING F-1 ELECTRIC [:] ROOFING PECEIVEID M a's 2019 BY' 41 if FBC 20 I� Master Permit No. -I, k-- ��- �� 2 Sub Permit No. REVISION [:] EXTENSION RENEWAL PLUMBING F-1 MECHANICAL ❑ PUBLIC WORKS [-] CHANGE OF ❑ CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: `L-4 O 0 t--(- e 0 3 H (4 U l S A-® iZ r S FL 13 S City: Miami Shores County: Miami Dade Zip: V Folio/Parcel#: ( ( 120 S 0 3 [ C!70 '7 O Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 9 ucre 7%- C) —:r4dC.Phone#: 7 o r'o Lq —r6 -5o Address: (q �Kd ti( (—� k 0 3 S,.} -r tfG-( 2 City: �l 144-1 l SAAC )Tye 5 State: F(.�-csu�.�.qZip: 3313 g Tenant/Lessee Name: r4 ,A Phone#: Email: Company Name: &L)J1f-r0J - 11-11 Address: City: Ylp Qualifier Name: Lemy n (L4 "'t zip: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/ gi eer j U(f S �Me I NG 6 C4� "f%• Phone#: of --7 00'Z Address: 12-(1-0 City: w► t State: F:J, Zip: 33 15- Value of Work for this Permit: $ 2 000 cooSquare/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ® New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $_ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ x �Fftadori Fee $ Training/Education Fee $ W CCF $ DBPR $ CO/(;C... Notary $ Double Fee $ Bond $ TOTAL FEE NOW 'DUE $5f y Bonding Company's Name (if applicable) Bonding Company's Address t�Fl City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT'IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commenc filht must be posted at the job site for the first inspection which occurs seven (7) days after the building permit' is issued. In t e a Bence such posted notice, the inspection will not be approved and a reinspection fee will be charged. / Si nature (� Signature g g OWNER or AGENT The foregoing instrument was acknowledged before me this The foregoin I instrument Jlias acknowledged before me this Q day of �` V, 20 /7 , by L ' day of .'l p 20 I % , by OV'W y4/497tJ91t9 -,/who is personally known to R�$kp-r �NTHO Nei -inrho is personally known to me or who has produced kouPN �usfp�{ p --)Vo VEI . �� �'� . as me or who has produced ��- as identification and who did take an oath. NOTARY PUBLIC: Sign: A/ Print: Seal: *********** APPROVED BY (RevisedO2/24/2014) EMMA A. ORJUEu Notary Public - State of Florida Commission K GG 268386 My Comm. Expires Oct 23, 2022 identification and who did take an oath. NOTARYPU LI Sign: Print: Seal: - -- -- --- !'....% ; SINDIA ALVAREZ ;.; , • MY COMMISSION II GG 238273 +'o EXPIRES: September 3.2022 11 Plans Examiner LIT) v, Zoning Structural Review Clerk 1/1612019, Property Search Application - Miami -Dade County HE PROP"ERTY APPOMI'm OF T H �R OFPCFPfie Summary Report Property Information Folio: 11-3205-031-0070 Property Address: 1480 NE 103 ST Miami Shores, FL 33138-2626 Owner RE INCEPTIO INC Mailing Address 1480 NE 103 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE (FAMILY: 1 UNIT Beds / Baths / Half 3/3/1 Floors 1 Living Units 1 Actual Area 4,294 Sq.Ft Living Area 3,021 Sq.Ft Adjusted Area 3,560 Sq.Ft Lot Size 19,655 Sq.Ft Year Built 1958 Assessment Information Year 1 2018 2017 2016 Land Value^� $2,379,631 $2,504,833 $2,437,220 Building Value $726,240 $731,580 $776,686 XF Value ----� $38,966 $39,366 $0 Market Value $3,144,837 $3,275,779 $3,213,906 Assessed Value $2,568,858 $2,335,326 $2,123,024 Benefits Information Benefit Type 20181 2017 2016 Non -Homestead Assessment _(—`– Cap Reduction 1$575,9791$940,4531$1,090,882 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description RE -PLAT OF TR C MIAMI SHORES BAY PARK ESTS PB 64-97 LOT 16 BLK 5 LOT SIZE IRREGULAR COC 22593-3480 08 2004 4 Generated On : 1/16/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $0 $0 Taxable Value 1 $2,568,858 $2,335,326 $2,123,024 School Board Exemption Value $0 $0 $0 Taxable Value I $3,144,837 $3,275,779 $3,213,906 City Exemption Value $0 $0 $0 Taxable Value $2,568,858 $2,335,326 $2,123,024 Regional Exemption Value$0 $0 $0 Taxable Value $2,568,858 $2,335,326 $2,123,024 Sales Information OR Previous Price Book- Qualification Description Sale Page 03/26/2012 $2,450,000 28067 Qual by exam of deed 2796 11/30/2010 $2,320,000 27507 Qual by exam of deed 2435 08/01/2004 $0 22593- Sales which are disqualified as a result of 3480 examination of the deed 22271 04/01/2004 $1,265,000( Sales which are qualified II 3157 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APmFRAISER Summary Report Property Information Folio: 11-3205-031-0070 Property Address: 1480 NE 103 ST Miami Shores, FL 33138-2626 Owner RE INCEPTIO INC Mailing Address 1480 NE 103 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/1 Floors 1 Living Units 1 Actual Area 4,294 Sq.Ft Living Area 3,021 Sq. Ft Adjusted Area 3,560 Sq. Ft Lot Size 19,655 Sq. Ft Year Built 1958 Assessment Information Year 2018 2017 2016 Land Value $2,379,631 $2,504,833 $2,437,220 Building Value $726,240 $731,580 $776,686 XF Value $38,966 $39,366 $0 Market Value $3,144,837 $3,275,779 $3,213,906 Assessed Value $2,568,858 $2,335,326 $2,123,024 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Assessment $575,979 $940,453 $1,090,882 Cap Reduction $2,568,858 $2,335,326 .......... _... _____.._.__._ Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). (Short Legal Description RE -PLAT OF TR C MIAMI SHORES BAY PARK ESTS PB 64-97 LOT 16 BLK 5 LOT SIZE IRREGULAR COC 22593-3480 08 2004 4 Generated On : 5/24/ Taxable Value Information Previous 2018 2017 2 County Exemption Value $0 $0 Sale Taxable Value $2,568,858 $2,335,326 $2,123.. School Board Exemption Value $0 $0 $2,450,000 Taxable Value $3,144,837 $3,275,779 $3,213. City Exemption Value $0 $0 Taxable Value $2,568,858 $2,335,326 $2,123. Regional Exemption Value $0 $0 Taxable Value $2,568,858 $2,335,326 $2,123. Sales Information Previous OR Book - Pace Qualification Description Sale Pae 9 28067 03/26/2012 $2,450,000 Qual by exam of deed 2796 27507- 0Qua] 11/30/2010 $2,320,000 by exam of deed 2435 22593- Sales which are disqualified as a re 08/01/2004 $0 3480 of examination of the deed 04/01/2004 $1,265,000 22271 Sales which are qualified 3157 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp https://www8.miamidade.gov/Apps/PA/propertysearch/ 5/24/2019 Detail by Entity Name Florida Department of Slate f Y. .01 Department of Stale / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Profit Corporation RE INCEPTIO INC Filing Information Document Number P12000025132 FEI/EIN Number 99-0374550 Date Filed 03/14/2012 Effective Date 03/13/2012 State FL Status ACTIVE Principal Address 175 SW 7TH STREE 1701 MIAMI, FL 33130 Changed: 03/21/2019 Mailing Address 5805 BLUE LAGOON STE 200 MIAMI, FL 33126 Registered Agent Name &Address ALONSO & GARCIA PA 5805 BLUE LAGOON DR STE 200 MIAMI, FL 33126 Name Changed: 03/21/2019 Officer/Director Detail Name & Address Title President ALONSO-ROHMER, OLIVER 175 SW 7TH ST STE 1701 MIAMI, FL 33130 Title Secretary MARTIN BORGES, MARIA E 175 SW 7TH ST STE 1701 MIAMI, FL 33130 Page 1 of 2 DIVISION 0= CORPORATIONS http://search. sunbiz.org/Inquiry/Cof porationSearchISearchResultDetail?inquirytype=Entity... 5/24/2019 Detail by Entity Name Title Director HERN8NDEZTORRENT, FERN8NDD 175GVV7TH GTGTE17U1 MIAMI, FL3513O Annual Reports Report Year Filed Date 2017 05n0/2017 2018 04/102018 2019 03/21/2019 Document Images 0411812018 ANNUAL REPORTI View image i.:�P�DF �f.r-.t 03110/2017 ANNUALREPORTI View image in PDF format 04/0112016 ANNUAL REPC)RTj View image i 0411 W2015 ANNUAL REPORTI View image i 041 W2014 ANNUAL.REPOKI View image in P:D:F: �Wmat 04/2312013 —ANNUAL REPORTI View image i 0311412012 Domestic Profit I View image in PDF format Page 2 of 2 http://search.sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 5/24/2019 JUN 2 0 2019 1 a .} `.i f'.14L I1.FSo�V L\CE.� 'a.f:4` t ?1� DEp R"E"' om C RESOURCES At.J Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE •..• I (We) have been retained by SOUTHERN MARINE CORP to perform special inspector serving§;;der the Florida Building Code at the 1480 N.E. 103rd STREET project on the below %tei l Structures g% •of 5/20/2019 (date). I am a registered architect or professional engineer licensed in the State offlogiag.. PROCESS NUMBERS: 090%9 ' � .••• .. I ✓ I SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ' 0000" •..' : ' • .' SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.j.�L • • • see* ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) • ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) " •' "" ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.127 • • • • ❑ SPECIAL INSPECTOR FOR • • • • • . Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection 1. J.N. SHEINGOLD, P.E. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in subs ntial accordance with the approved plans. Sig d and Sealed Engineer/Architect Name J.N. SHEINGOLD (PRINT) Address 12420 S.W. 75TH AVENUE, MIAMI, FLORIDA 33156 DATE_ 5/20/2019 Phone No. 305-986-7002 Created on 6/10/2009 W w M a1 Gy C,IAy 9�0 � m s _ o x••90.61 Q0 SPECIFIC PURPOSE SURVEY �uN 2 5.2019 u;cis nIVIS10R,r �t, RESP C 1LA�0 NATU ENT [ c RE _'URGES pEpAR�CDNGNi13 �E~v AND i g ,cFaVEID LOCATION MAP NOT TO SCALE STREET MAY 8 2019 SCp► 0000 Vrm .a. r.aaa■l�r■.-_ Iarllaaaaaa,afara.._.,,r• Il. alrl....W......... 00:00.... ,Ula■\- � r'� •`�s tl m O -�1" OAC F•. R •'i-�:�:. auuuuun■uuuruuua►. ■.ala..■....aa.r.....a.,..a.. PROPERTY ADDRESS: 1480 NE 103 ST., MIAMI SHORES, FL. 33138.. ,•.. CH - CHORD CH. BRG.- CHORD BEARING ' x'17.00' 22.50' . 0000 0000 SPECIFIC PURPOSE SURVEY �uN 2 5.2019 u;cis nIVIS10R,r �t, RESP C 1LA�0 NATU ENT [ c RE _'URGES pEpAR�CDNGNi13 �E~v AND i g ,cFaVEID LOCATION MAP NOT TO SCALE STREET MAY 8 2019 SCp► 0000 IUItUUU.. :a.aaa.,.ral luarl.■..' .a. r.aaa■l�r■.-_ Iarllaaaaaa,afara.._.,,r• Il. alrl....W......... 00:00.... ,Ula■\- • 0000•• •• • 0000 BY: - -- 000.• 00 �5 u :: ,e■al 1 .1- auuuuun■uuuruuua►. ■.ala..■....aa.r.....a.,..a.. PROPERTY ADDRESS: 1480 NE 103 ST., MIAMI SHORES, FL. 33138.. ,•.. CH - CHORD CH. BRG.- CHORD BEARING SEC.= SECTION ••:• . 0000 0000 0000 NNUla■ ... I.fUN "UN ■ 1■alla.raraa H . HIM. N: Urrr�Urf■!t■u■lW llr.■■■■ ■aa. rlLL.. uu. • • •� HEREOF AS RECORDED IN PLAT BOOK 64, AT PAGE 97 OF TA- POAIC .. ;'•• wo ECORDS OF MIAMI-DADE COUNTY, FLORIDA. 0.00 SURVEYOR'S SEAL URVEYOR 5 NOTES: CALCULATED M,- FIELD MEASURED ftoc OWNERSHIP SUBJECT TO OPINION OF TITLE. B.R.- BEARING REFERENCE P.O.A= POINT OF COMMENCEMENT NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. STATE OF FLORIDA BOARD OF LAND SURVEYORS 1..fu ■uuuuuuufuluu.l�\ 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. P. - PER PUT 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. ,1 �® ualu. uuu■ uuru uuuuu ■--■uauuauuu■a ■. ..auuuuuuu r .�ruuuuu rf■ 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. N.T.S.= NOT TO SCALE 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. ■UU.Ua' ....■.. lIN.1 r u.■ ■UMN..... a �.aI000N N: .,u."M U.. Uaaf..0■:U.t.. UalUUuuur,.. AFFECTING THIS PROPERTY. , 11)ELEVATIONS BASED OFF OF BM# B-50 LOC# 3250 S ELEV. 10.02' P.B.= PLAT BOOK ■.al.f■ .rUU■ Urrra■ 1....... ra..............raa■ratfUR. r...4 fUaralraallf..rll..fR�ll� ,• i, REFERENCE MONUMENT Ir.rUl. 1■r.:r.uu■ ,aa� Ia.0 NIMU..r.M—,1aaaalllr. lrlUfUlltUU.aL IUarU.RUlr:%" .uuuuaur■,,.. Iuuuuuaur OR VISIBLE EASEMENTS OTHER THAN AS SHOWN MIAMI BEACH, FL 33141 _ ......... ..,....... v ItrarUUU.� ■urua. iuu...,o....... .�■af■ra :utuuraruU.ra'..lrul.■allll. .....a...HNNI..... W.r...... i.U.r U..Ura.lf aLUU■l000rr' I......... HEREON. It ( 305) yors865-1200 Email: blancosurve inc@y ahoo.com Fax: (305) 865-7810 R R -RADIUS FD. NAIL - FOUND NAIL NUM.■.. ■lrrLlllaal• FD. P.K.NAIL - FOUND PARKER-KALON NAIL P.S.M.- PROFESSIONAL SURVEYOR AND MAPPER - ®;•:. lf.ra,llrra::rrarlr.ata.frtaa.tlr.rar ■uuuurururrr.a...uu, .a..■tra.■ar.fff.■■alf.uUl:.l■1.-.. .........................U..y it u........,l..all■,l■rlll11 lrrllru... .uuaur.u:::::uu• U.l• ' -.a...... \arua' T -TANGENT -POINT OF TANGENCY FD. D/H -FOUND DRILLHOLE FD. 1/2" I.P. -FOUND IRON STRUCTURE BLDG =BUILDING A/C - AIR CONDITIONER PAD a...... ■ r.,.u..a... ur 0000. P.C. - POINT OF CURVATURE PIPE 1- /2DIAMETER O.H.L- OVERHEAD UTILITY'- _0N. 0 PANEL: 0306 COMMUNITY # 120651 . P.C.C.- POINT OF COMPOUND CURVE C.M. - CONCRETE MONUMENT LINES TEL= TELEPHONE FACILITIES D.M.E.- DRAINAGE do MAINTENANCE EASEMENT 4/4119 CANAL. WIDTH ADIS N. NUNEZ DATE: SCALE: _ 1 JOB No. C.B.- CATCH BASIN W.M.- WATER METER 0.0'- EXISTING ELEVATION REGISTERED LAND SURVEYOR '� CAN - CABLE UTILITY BOX R/W - RIGHT OF WAY STATE OF FLORIDA /5924 \\ 1" = 30' R.BELLO '19-240 SPECIFIC PURPOSE SURVEY �uN 2 5.2019 u;cis nIVIS10R,r �t, RESP C 1LA�0 NATU ENT [ c RE _'URGES pEpAR�CDNGNi13 �E~v AND i g ,cFaVEID LOCATION MAP NOT TO SCALE STREET MAY 8 2019 SCp► 0000 •••• ... P.R.C.= POINT OF REVERSE CURVE • 0000•• •• • 0000 BY: - -- 000.• 00 ®� CONC. BLOCK WALL ®= WOOD DECK C - PROPERTY UNE ITER LINE PROPERTY ADDRESS: 1480 NE 103 ST., MIAMI SHORES, FL. 33138.. ,•.. CH - CHORD CH. BRG.- CHORD BEARING SEC.= SECTION ••:• . 0000 0000 0000 4EGAL DESCRIPTION: LOT 16, BLOCK 5, OF REPLAT OF TRACT!V:U4 •• MONUMENT UNE -C.- AMEN,& isIAMI SHORES BAY PARK ESTATES, ACCORDING TO THE PLATltfto ; • • • • • • • •� HEREOF AS RECORDED IN PLAT BOOK 64, AT PAGE 97 OF TA- POAIC .. ;'•• wo ECORDS OF MIAMI-DADE COUNTY, FLORIDA. 0.00 SURVEYOR'S SEAL URVEYOR 5 NOTES: CALCULATED M,- FIELD MEASURED ftoc OWNERSHIP SUBJECT TO OPINION OF TITLE. B.R.- BEARING REFERENCE P.O.A= POINT OF COMMENCEMENT NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. STATE OF FLORIDA BOARD OF LAND SURVEYORS 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANgE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. P. - PER PUT 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. P.O.B.- POINT OF 6)ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. PURSUANT TO SECTION 472.027 FLORIDA 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. N.T.S.= NOT TO SCALE 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, 555 NORTH SHORE DRIVE AFFECTING THIS PROPERTY. - -IRON FENCE (IF) 11)ELEVATIONS BASED OFF OF BM# B-50 LOC# 3250 S ELEV. 10.02' P.B.= PLAT BOOK ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNNG PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. BEARINGS WHEN SHOWN ARE REFERRED TP AM ASSUMED VALUE OF SAID PB: 64 PG: 97 -ARC DISTANCE - CONCRETE B.C.= BLOCK CORNER U.E.= UTILITY EASEMENT P.R.C.= POINT OF REVERSE CURVE ELEV.= ELEVATION 1 ®� CONC. BLOCK WALL ®= WOOD DECK C - PROPERTY UNE ITER LINE A.E. - ANCHOR EASEMENT D.E. - DRAINAGE EASEMENT CH - CHORD CH. BRG.- CHORD BEARING SEC.= SECTION I HEREBY CERTIFY THAT THE SURVEY SINCE 1987 NOT VALID UNLESS EMBOSSED WITH ® - COVERED AREA MONUMENT UNE -C.- ENCR.- ENCROACHEMENT B.M.- BENCH MARK TWS. - TOWNSHIP RG. - RANGE REPRESENTED THEREON MEETS THE MINIMUM TECHNICAL REQUIREMENTS ADOPTED BY THE R T A 1�7�-+ BLANCO SURVEYORS INC. SURVEYOR'S SEAL —= ASPHALT CALCULATED M,- FIELD MEASURED F.F. ELEV. - FINISHED FLOOR FLOOR B.R.- BEARING REFERENCE P.O.A= POINT OF COMMENCEMENT SINK- SIDEWALK STATE OF FLORIDA BOARD OF LAND SURVEYORS — x -x-= CHAIN LINK FENCE (CLF) P. - PER PUT P.O.B.- POINT OF PURSUANT TO SECTION 472.027 FLORIDA Engineers • Land Surveyors • Planners • LB # 0007059 --if-,r- - WOOD �� (WF) TYPICAL N.T.S.= NOT TO SCALE BEGINNING T.011= TEMPORARY BENCH MARK STAlU1ES.THERE ARE NO ENCROACHMENTS. 555 NORTH SHORE DRIVE - -IRON FENCE (IF) PA . P.R.M.= PERMANENT P.B.= PLAT BOOK P.O B = POINT OF BEGINNING OVERLAPS, EASEMENTS APPEARING ON THE PLAT -ARC DISTANCE REFERENCE MONUMENT O.R.B.- OFFICIAL RECORD T.B.M = TEMPORARY BENCH MARK OR VISIBLE EASEMENTS OTHER THAN AS SHOWN MIAMI BEACH, FL 33141 L L- LENGHT - CENTRAL ANGLE /DELTA P.C.P.- PERMANENT CONTROL POINT BOOK M.H.- MAN HOLE FD. I.R. = FOUND IRON REBAR HEREON. It ( 305) yors865-1200 Email: blancosurve inc@y ahoo.com Fax: (305) 865-7810 R R -RADIUS FD. NAIL - FOUND NAIL C.B.S.= CONCRETE BLOCK FD. P.K.NAIL - FOUND PARKER-KALON NAIL P.S.M.- PROFESSIONAL SURVEYOR AND MAPPER l jiLX I FLOOD ZONE: VE SUFFIX: L FEMA DATE: 09/11 109 BASE: 11' T -TANGENT -POINT OF TANGENCY FD. D/H -FOUND DRILLHOLE FD. 1/2" I.P. -FOUND IRON STRUCTURE BLDG =BUILDING A/C - AIR CONDITIONER PAD 7 •{I, r - 11 P.C. - POINT OF CURVATURE PIPE 1- /2DIAMETER O.H.L- OVERHEAD UTILITY'- TX=P.T. _ TRANSFORMER P.P.= POWER POLE PANEL: 0306 COMMUNITY # 120651 REVISED: P.C.C.- POINT OF COMPOUND CURVE C.M. - CONCRETE MONUMENT LINES TEL= TELEPHONE FACILITIES D.M.E.- DRAINAGE do MAINTENANCE EASEMENT 4/4119 CANAL. WIDTH ADIS N. NUNEZ DATE: SCALE: DWN. BY: JOB No. C.B.- CATCH BASIN W.M.- WATER METER 0.0'- EXISTING ELEVATION REGISTERED LAND SURVEYOR CAN - CABLE UTILITY BOX R/W - RIGHT OF WAY STATE OF FLORIDA /5924 3113119 1" = 30' R.BELLO '19-240 GENERAL NOTES DESIGN: IN ACCORDANCE WITH FBC 2017, 6TH EDITION & ASCE 7-16 PILE NOTES: ALL WOOD PILES TO BE SOUTHERN PINE AND COMPLY WITH A.S.T.M. D25-79 AND BE PRESSURE TREATED W/ C.C.A. FEDERAL SPECIFICATIONS TT -W -550D(1) OR TT -W -00550E(1) AND AWFA-MP-4. PILES TO HAVE A MIN. DIA. OF 12" MINIMUM PENETRATION OF ALL PILES TO BE AS FOLLOWS: 6 FEET MIN. INTO BEDROCK 10 FEET INTO YIELDING MATERIAL MINIMUM SAFE BEARING: 10 TONS WOOD PILE & 25 TONS CONCRETE PILE HARDWARE: ALL HARDWARE TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-153-80 OR AS SPECIFIED. BOLTS: ALL MACHINE BOLTS TO BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A307 -83A. DESIGN LOADS: 50LBS/FT2 OF LIVE LOADS 175 MPH WIND VELOCITY, EXPOSURE "D" THE CONTRACTOR WILL EMPLOY AND MAINTAIN ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES TO PROTECT BISCAYNE BAY. APPROVED TURBIDITY BARRIERS SHALL REMAIN IN PLACE DURING ALL PHASES OF IN -WATER WORK. -ALL EXISTING STRUCTURES TO REMAIN UNLESS OTHERWISE NOTED TO BE REMOVED. -THIS DRAWING IS THE PROPERTY OF SOUTHERN MARINE CONSTRUCTION, INC. AND IS AN INSTRUMENT OF SERVICE NOT TO BE REPRODUCED IN WHOLE OR PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF SOUTHERN MARINE CONSTRUCTION, INC. -ALL DIMENSIONS AND ELEVATIONS MUST BE FIELD VERIFIED. I_lL..Tdwl%-AZlto_T, VA EXISTING SEAWALL AND BATTER PILES TO REMAIN, TYP. EXISTING DOCK AND DOCK PILES TO REMAIN, TYP. — EXISTING FENDER PILE TO REMAIN (2) EXISTING 7,000 LB ELEVATOR BOATLIFTS TO REMAIN LINE OF EXISTING / SEAWALL BELOW 70 _8 9/16„ lL RESOURCES DN1S10N RER-NA�URA APp�A �INAt OV tNAm� 2 DAr EXISTING CONDITIONS AND DEMOLITION PLAN �,� 1/16" = 1'-0" PROPOSED BOATLIFT FOR: RE INCEPTIO INC. 1480 NE 103 STREET MIAMI SHORES, FLORIDA CONSULTING ENGINEER: J.N. SHEINGOLD P.E. PE #21181 12420 SW 75 AVENUE MIAMI, FLORIDA 33156 OFFICE: 305 986 7002 FAX: 305 253 4455 r I t 1 tol 0 am o a n m N a mm 00 com O U C C � N C zSr � O � N \ O ro= dE}r L)y0 C +r C/)oy��Et C EEK'=o °3 �nro�,> O O m cn U t;C?Sdw .• • •• •.• ••• • • 0000 n --'TowersideTerrxc -.-- �=—T.—side,Terrace- - t i ! as NE105th St. �� _ __:-NEtUSihSt� �----- --- _ O lb. _______1---- m —U) Ci escayrar Garret _ ^ ,_�. umbert-8 y� ! / -.J. — NE104thSt = NE:104th'St_ = • • • NE.104th St J—'� a • • • r � 5 2019 JUN 2 14 �iNast NAi ��AIL RE. R���yATORY % �•�ENT 17F 0 , soliRCE5 NE103rd St' • . • • • • \03rd - NE 1N IE�' • 1_1�Nl 2nd Sr ` ---- r�� • • —NE.102nd St • • • • Y C5 NE.I Otst St, . -7r� • • pEPARECG,IGMIC ��/—_NEIOMS= ANO zc/ NE HOW St NE"99thSt_.r-NE99th'St MAY U 9 2019 Al Est" DEI*AR7MENT l( '41N LOCATION MAP AND ECONpM�C RCGDLA' -o Y N.T.S. s / LOT LOCATION EXISTING DOCK !Ct✓'t v� "� EXISTING SEAWALL / J NAP,- _ / EXISTING 15P Ali_ _ SEAWALL N VICINITY MAP N.T.S. r 4 0 am o a n m N a mm 00 com O U C C � N C coEo cV )CL U � O � N O C C U �8 ro= dE}r L)y0 C +r C/)oy��Et C EEK'=o °3 �nro�,> O O m cn U t;C?Sdw .• • •• •.• ••• • • 0000 • Be** • L ....ce O Z b LL m —U) Ci W d O O m O www U Z0. O _ Z Lu T a 0 cr_ (n o to Ir o w r - W W" W u, Z rn o� M O Z O� Lu co 1° LJD IlZ M Lu jZ a O Q o Lo z�0� --v ) LLL, _j co O N ZN�a U T A-1 1 OF 2 1 HP MOTOR, TYP. MOTOR CONTROL CABLE 0 ° s am N O N NEPTUNE 2 MOTOR BOAT LIFT LIQUID TIGHT CONNECTORS, (p TYPICAL [I' Q z" CARFLEX W/ BLACK, RED, FUTURE ORANGE, GREEN & YELLOW CONNECTION TO MOTOR CONTROL CABLE HOUSE PANEL PILE TO REMAIN WITH 30 AMP REMOTE BOX DISCONNECT WITH "' PVC W/ BLACK, RED, GFI PROTECTION ORANGE, GREEN & YELLOW AS PER NEC MOTOR CONTROL CABLE 210.8 O NEW 12"0 CCAALL WORK TO BE PEFORMED SHALL BE AS PER 2010 FBC 107.2.1.3 WOOD PILE, TYP. NEPTUNE CRADLE LIFT RISER DIAGRAM N.T.S. SOLAR LIGHTS ON OUTER LIFT PILES AS ILLUSTRATED, TYP. — -------------------------x-- zo = (4) 12" CCA LIFT o PILES, TYP. W s am N O N m O O m m O U D (p O OP � N [I' Q I L E +�/J� Y �( V 0 O)c ENlD �� EXISTING FENDER '^m O - C VJ U Ucnmaw • • PILE TO REMAIN J• Q LL - 'C :E 0 a) ••Z qt-- li 00 00 W O N EXISTING SEAWALL b a ¢U._ z cv v AND BATTER PILES - ------ TO REMAIN o ----------------------------- ----- BISCAYNE BAY 15'-0" PROPOSED BOATLIFT PLAN N 1/811 = 1 1-011 NEW 30,000 LB NEPTUNE CRADLE LIFT I1. JUN 2 a. 2J 19 '-URAL I<ESOURLES E DIVISION UteARTMENT OF REGULATORY AND ECONOMIC RESOURCES D T2 MAY 0 9 2019 ' • •' NATURALTENS©D FRE CES IUtLA IEOR ••..� DEPAR AND ECONOMIC RE50URC •.•. ...... O • • !� 1 �0 \Gj� C)"JI� 01, L o'S FNRERATURAL RESOURCEFINAL APPROVAL / LINE OF EXISTING RER - SEAWALL BELOW PRF�INNiiN;�0 F�;`w �� tiL NAM, _ DATE s am N O N m O O m m O U C L5 C a� O OP � N C U �� 0 C O �E E +�/J� Y �( V 0 O)c ENlD �� N N W m > O O ° '^m O - C VJ U Ucnmaw • • J• • • : • co 'C O a) ••Z qt-- li 00 — cn Oo� W O Ow a w(Ln a ¢U._ z p w?z O E a 00 0 cc (n o U -)cc O w Lu00 f0 Z o) 04 oLo co O Z 60 W 0 w `° Z ujDr d Z M Lu J oar for (�f Z w�co LL 0 �N� ZN U T A-2 20F2 Scale: 3/8" = 1'-0" jv- cD1iar-E"'LATaRY OF Rti` jRCES DEpp,R�00�OMIC g . A1;•10 General Notes: • Design in accordance with Florida Building Code, 6th Edition (2017). • This lifting structure has been designed to withstand wind loads associated with speeds of V (ult) = 180 MPH, (3 Second Gust) Exposure 'D' without a boat on the lift per ASCE 7-10 using above ground sign/wall method. The lifting structure including boat has been designed to withstand wind speeds of V (ult) = 73 MPH in Exposure V. • Boats shall not be stored on lift during high wind events. • Do not scale drawings for dimensions. • Licensed Contractor to verify location of existing utilities prior to commencing wgrk. • The Licensed contractor to install and remove all shoring and bracing as required for the proper installation of the work. • Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal agencies. • Aluminum: Material 6061 T6 Aluminum, all welds are min. J" full fillet weld usin0000 g 55,56 filler•,0..• alloy, all welding must conform to AISC steel construction manual 14th ED as irlS.MctPd and. •.. verified by others. The contractor is responsible to insulate aluminum members.( -p". *00 dissimilar metals to prevent electrolysis. • Aluminum members in contact with concrete and wood shall be protected by 'Koppers :0. • • Bituminous Paint or Polyethylene Tape UHMW (ultra high molecular weight). 11.7-mi15 (0.30• •' mm) min. total thickness in accordance with current Florida Building Code. : • • • All onchdrs to be Hilti Brand or Approved Equal. All bolts shall be hot dipped jalvonized ore • t • stainless steel & meet the requirements of ASTM A304 with hardened washers en,3 -her nuts. • Washers shall be used between wood & bolt head & between wood & nut. Where geVeric ; • • •" fasteners are labeled in details, capacities shall be equal to or greater than Hi&. jCAilc Bolt .. 11 or Red Head thru bolts SAE Grade 5 or better. Embedment depths specified herein are '.:..' depths into solid substrate and do not included thickness of other finishes. • MW Engineering has no control of the manufacturing, performance or installation of this product. These generic plans were engineered in accordance with accepted engineering practices and data provided by the manufacturer. • Piles shall be driven to refusal and sufficiently penetrated into sand or rock strata to support lift capacity, weight and loads. • Each pile to carry commensurate load I.E. 1/4th lift capacity for 4—post lift (Factor of Safety of 1.5) • Allowable minimum compression pile capacity of 5 tons. • The contractor of record shall verify pile type, installation and driving incom li at- FBC 6th ED (2017) RER • NATURAL RESOURCES DP • Sub—surface conditions can vary greatly. FINA1- APPROVAL tA NA APPr,G1/`-L) L=l talk, MAY - g 1Ii`{ ----j DATENOTIM/11MMONS NOT VA D UNLESS SIGNED WITH SCALE: 32 ORIGI ENGINEER'S SIGNATURE MW ENGINEERING INC NEPTUNE BOAT LIFTS AND BOSSED SEAL 902 NE 1 Street Suite #2 Proposed P DATE, 02.14.2017 Pompano Beach, Florida 33060 30,000 Ib 228 SW 21 Terrace Fort Lauderdale, Florida 33312 DRAWN BY: WRT CHECKED BY: WM MARK E. WEBER, P.E. Ofc: 754-333-0877 4- Post Boat Lift Phone: 954-524-3616 JOB No: 30.- 35 4 pile lift LICENSE#538951 CA 30702 WWW.MwEngineering.net Fax: 954-524-3604 Sheet 1 of 3 15' , DATE Typical Cross Section A —A Scole: 3/8" = 1'=0" MAY - 9 2019 NOT VAUNLESS SIGNED WITH ORIGINA ENGINEER'S SIGNATURE AND ISED EMBOSSED SEAL MARK E. WEBER, P.E. LICENSE #53895 1 CA 30702 a lood Pile or 'oncrete Pile MW, ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 WWW.MwEngineering.net (2) J"0 Wedge Anchors Into Concrete Piles 3" Minimum Embedment Wood 0, —/ Concrete Pile JUN 2 a 20 OidtiS10N NATU RRL RESCURC� DEPARTMENT OF F'`�r'1 LATORY AND ECONOMIC=EE30URCES T 12" L (2) J70 Log Bolts Into Wood Piles 3" Minimum Embedment enter Line of Ye (Typical) 5 RER - NATURAL RESOURCES D FINAL RO Mo ern ting Bracket Detail: NAME nA - G/A Proposed NEPTUNE BOAT LIFTS DATE: 02.14.2017 30,000 Ib 228 SW 21 Terrace DRAWN i WRT Fort Lauderdale, Florida 33312 CHECKED BY: WM 4 - Post Boat Lift Phone: 954-524-3616 JOB No: 30 — 35 4 pile lift Fax: 954-524-3604 Sheet 2 of 3 Miami -Dade County M IAM 1 -DADS DERM lg�MM COASTAL RESOURCES SECTION Class I Final Inspection Report Permit Number: CLI -2019-0075 Project Name: Re-Inceptio, Inc. Location: 1480 NE 103'd Street Miami Shores, FL 33138 Waterway: Biscayne Bay Contractor: Southern Marine Construction, Inc. Date: September 12, 2019 Time: 9:53 AM Inspector(s): Damien Hamrick IV/-/ I. PERMITTED PROJECT: A. WORK & DIMENSIONS: • Installation of a 15.5 foot wide by 15 foot long 30,000 pound capacity 4 -post cradle boatlift located on the waterward edge of the existing marginal wood dock between 38 and 53 linear feet from the northeast property line. The boatlift will be supported by 4 new wood piles. B. REQUIRED MITIGATION: • N/A II. COMPLETED PROJECT: A. WORK & DIMENSIONS: • All work as per final approved plans with minor deviations. See site sketch. B. MITIGATION STATUS: MWS CLI -2019-0075 1 of 4 III. NOTES/RECOMMENDATIONS: The unauthorized boarding platform located adjacent to the existing boatlift was not removed at the time of final inspection as required by specific condition #1. It appears the option to authorize the boarding platform was provided in the completeness summary, dated March 12, 2019, however was not addressed again during the permitting process. The boarding platform remaining onsite is not expected to result in adverse impacts to resources. No enforcement action regarding the unauthorized boarding platform is recommended. The authorized structure has been installed in substantial compliance with the above referenced Class I permit. Recommend closure of the file. See attached photo card and site sketch. ATTACHMENTS: ADD'L NOTES ❑ PHOTOS ® SITE SKETCH Site Sketch NTS Biscayne Bay 15' 30K 4 No Boatlift ...15.5' I TTA("" Existing Dock —39' Uplands 1480 NE 103 Street CLI -2019-0075 2 of 4 ti N Figure 1 — View from the uplands at the northwest property line facing south waterwards depicting the installed boatlift at the waterward edge of the existing marginal dock. PW E. .... . j6t4&1`.. Figure 2 — View from the uplands facing waterwards depicting the installed boatlift and four new boatlift piles. CLI -2019-0075 3 of 4 10 Figure 3 — View from the south property line facing northwest waterwards depicting the installed boatlift with four new boatlift piles. �rj rR: 'I Figure 4 — View of the existing boatlift from the uplands depicting the unauthorized boarding platform remaining. CLI -2019-0075 4 of 4 AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS NATIONAL SOCIETY OF x �/_ ._�, � PROFESSIONAL ENGINEER'c 'v �l� FLORIDA ENGINEERING CONSULTING ENGINEER SOCIETY PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 Village of Miami Shores Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Dear Building Official 16 August, 2019 Ref: 1480.E. 103rd St. Southern Marine Construction Dock 05-19-1192 I, J.N. Sheingold, P.E., having performed and approved the required inspections, hereby attest that to the best of my knowledge and belief, the marine construction complies with the permitted documents. I also attest to the best of my knowledge and belief, the approved permit plans represent the as -built condition of the structural and envelope components of said structure". This document is being prepared in accordance with Section 105 of the 2017 Florida Building Code, 6th Edition, and is being submitted to the Village of Miami Shores building department at the time of final inspection for the above referenced structure, Should you have any further questions or need any additional information, please do not hesitate to contact me. P.E. 21181 AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS Village of Miami Shores Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida Dear Building Official NATIONAL SOCIETY OF n� �• s/_ _._t�- _ eJ, ?��� PROFESSIONAL ENGINEER: FLORIDA ENGINEERING CONSULTING ENGINEER SOCIETY PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 7/3/2019 Ref: 1480 N.E. 103rd Stree Miami Shores, Florida Dock 05-19-1192 I, J.N. Sheingold, P.E., having performed and approved the required inspections, hereby attest that to the best of my knowledge and belief, the pile installation complies with CMDC sect 8-22, FBC 2017, 6th Edition and with the permitted documents. you have any further questions or need any additional information, please do not hesitate to contact me directly. erely: Sheingold, P.E. 21181 No. 21181 A�� SQ'Ai-M- OF ff( ` Pile Driving Log Proiect Address 1480 N.E. 103rd Street. Date 7/1/2019 Pile Capacity 10 Tons Contractor Southern Marine Corp Engineer -of -Record J.N. Sheingold P.E. Permit Number Dock -05-19-1192 Pile Hammer Weight 5000# Drop Height 6 Feet Pile No. Pile Size Pile Length No of Blows Penetration Comments (in) (ft) (3 ft) (ft) 1 12 30 9 10 Lift Pile 2 12 30 8 10 3 12 40 8 10 4 12 40 8 10 Lift Pile No. 21181 STATE OF �►` r�� NA`ttt