Loading...
DOCK-18-119Miami Shores Village 10050 N.E. 2nd Avenue N Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. DOCK-1-18-119 Permit Type: Dock Work Classification: Repair Permit Status: APPROVED Dates 3113/2018 Expiration: 09/09/2018 Parcel Number Applicant 9325 N BAYSHORE Drive Miami Shores, FL 33138- 1132050270540 Block: Lot: OMAR CASSOLA Owner Information Address Phone CeII OMAR CASSOLA 9325 N BAYSHORE DR MIAMI SHORES FL 33138-2950 (305)206-2754 Contractor(s) Phone CeII Phone SOUTHERN MARINE CONSTRUCTION 305-861-2764 (305)613-6377 Valuation: Total Sq Feet: $ 60,000.00 168 Type of Dock: INSTALLATION OF 20 BATTER -PILES WIT Additional Info: INSTALLATION OF 20 BATTER -PILES WIT Bond Return : Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $36.00 $27.00 $18.00 $12.00 $1,800.00 $120.00 $120.00 $9.00 $48.00 $2,190.00 Pay Date Invoice # 01/16/2018 03/13/2018 Pay Type Amt Paid Amt Due DOCK-1-18-66138 Check #: 38571 $ 200.00 $ 1,990.00 Check #: 38756 $ 1,990.00 $ 0.00 Available Inspections: Inspection Type: Final Review Building Review Building Review Structural Review Structural Review Planning In consideration of the issuanc pertaining thereto and in strict accepting this permit I ass required for ELECTRICAL OWNERS construction AFFIDAVIT: end zoni Authoriz me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations ormity wi the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In sponsi• y for all work done by either myself, my agent, servants, or employes. I understand that separate permits are BING, =CHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. I ceify tha F. herm.l Signatur he foregoing i format authorize the a ove-n 3 /3 Owner / Appl' ant n is accurate and that all work will be done in compliance with all applicable laws regulating ed contractor to do the work stated. Contractor / Agent March 13, 2018 Date Building Depa ment C March 13, 2018 pY 1 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC 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 ❑ ROOFING RECEIVED JAN 16 2018 FBC 20R Master Permit No. IXJCw1 1 6 -1 t Sub Permit No. ❑ REVISION ❑ EXTENSION ['PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF G� Q� 1�r ;Z CONTRACTOR JOB ADDRESS: i sgs- v `F 0 Z-4k 1� 7 t4-0 rtr ` Th x City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: l 1320S oa-t Os 9{ 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: Hz \ �iR-SSo C` Phone#:(,0 10 C. ; 75-y 5 hE o rt cz State: t'C on-% o(cj Zip: 3313 8 Phone#: ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS 33131'. OWNER: Name (Fee Simple Titleholder): Address:C'] S'7' C 4\10 r -1-. City:I�v..--1- S 11'0z i S Tenant/Lessee Na e: NA Email: NiA CONTRACTOR: Company Name: S0uMier*J A-nt as �rw.+�'�1 •- %GC Phone(565.1) 86 (— Z -7 IA State: 1� �U TZ-1 ri G i p: 33 / T.01,tri< oss. #(360 k(0(`27 n Address: \ 'o C 1 �1` { ( C�I� F—� r'ii#�'If., F-0 55t 'Y N _- City: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/ ngineer: w Ae �, s Address: I Liza SW 75 +.'JC.Y.eU E Value of Work for this Permit: $ (06) 060 . ❑ Addition ❑ Alteration Type of Work: ❑ New Phone Certificate of Competency #: " 1 1 0 7 Phone#:(3°11 City: H 1 kiL_ , State: L Zip: 3ir� Square/Linear Footage of Work: 6g 1 J104-w4-cam. pair/Replace ❑Demolition i-�'e`�^ it it _i4- Description of Work: _L..A1 S it a-irl7 U O'q ' O fi c° ' ec(,( rrv1 us1� 1"ef Oc4 .1.-s4t S-;-ru 410(4 to +oo4 ct -rt lo(We ��rcv►ce (i Ha, ,ter.0 (/',le.r Specify color of color thru tile: Submittal Fee 6.00 Permit Fee $ (, c`0• 1) CCF $ CO/CC $ 1 • C Scanning Fee $ Radon Fee $ 453 . CO DBPR $ .-� ' c Notary $ Technology Fee $ `''L 2 • Training/Education Fee $ (2 - CO Double Fee $ Structural Reviews $ (ZO ,C 1 Gam. 1t Bond $ ,t/ l /V / TOTAL FEE NOW DUE $ ci (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding,Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 brochur ill be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commenc e' t must •e posted at the job site for the first inspection which occurs seven (7) days after the building permit is iss ed. In t a• ence 2'such posted notice, the inspection will not be approved and a rgigspection fee will be charged. Signature OWNER or AGENT'S _- _ �J The foregoing instru/�t w acknowledged before me this clay of ,! Vim' 7% , 20 by /t i& 4 .Ci4s501e ,who is me or who has produced as identification and NOTARY PUBLIC.. itSign: Print: APPROVED BY (Revised02/24/2014) did take an oath. JOSE J. OIRALDO Notary Public - State of Florida Commission # FF 228273 My Comm. Expires Aug 31, 2019 CO TRACTOR The foregoing i strument as acknowledged before me this 30`` ^, day of 04-4'41GOP✓ , 20 t 7 , by , wh r�4 is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Pri otary PubIIC Glace or rwnua Seal: ;� `: Lawrence Neil Wentworth My Commission FF 129481 Expires 06/27/2018 r****************************************************************** 6/1‘ Plans Examiner (2l (/ Zoning ())/61 Structural Review Clerk 1/16/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3205-027-0540 Property Address: 9325 N BAYSHORE DR Miami Shores, FL 33138-2950 Owner OMAR CASSOLA Mailing Address 9325 N BAYSHORE DR MIAMI SHORES, FL 33138-2950 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/4/0 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 6,879 Sq.Ft Lot Size 29,038.63 Sq.Ft Year Built 1977 Assessment Information Year 2017 2016 2015 Land Value $3,701,300 $3,701,300 $3,427,130 Building Value $591,319 $595,893 $600,468 XF Value $34,860 $35,180 $24,110 Market Value $4,327,479 $4,332,373 $4,051,708 Assessed Value $1,918,634 $1,879,172 $1,866,110 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $2,408,845 $2,453,201 $2,185,598 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description BAY LURE PB 44-63 LOTS 1 & 2 BLK 4 LOT SIZE IRREGULAR OR 18417-3747 1298 1 Generated On : 1/16/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $1,868,634 $1,829,172 $1,816,110 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $1,893,634 $1,854,172 $1,841,110 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $1,868,634 $1,829,172 $1,816,110 Regional Exemption Value I $50,000 $50,000 $50,003 Taxable Value $1,868,634 $1,829,172 $1,816,113 Sales Information Previous Sale Price OR Book -Page Qualification Description 12/01/1998 $860,000 18417-3747 Sales which are qualified 03/01/1990 $875,000 14471-2411 Sales which are qualified 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: IrOff i2� (1S Department of Regulatory and Economic Resources Coastal and Wetlands Resources Section 701 NW 1st Court, Suite 400 Miami, FL 33136-3912 305-372-6575 Class I Construction Permit Permit Number: CLI-20-7-0454 DERM Project Manager: Tammy Burton Issue Date: Expiration Date: 02/21/2018 .tom 02/21/2020 CND' Permittee Omar Cassola 9325 North Bayshore Drive Miami Shores, Florida 33138 (305) 206-2754 Bond Performance Bond: N/A Mitigation Bond: N/A BBEETF Contribution: N/A Contractor Southern Marine Construction, Inc. P.O. Box 414194 Miami Beach, Florida 33141 License No. E-1907 Phone No. (305) 861-2764 Engineer Joseph N. Sheingold, P.E. # 21181 Consulting Engineers Phone No: (305) 986-7002 THE ABOVE NAMED PERMITTEE IS HEREBY AUTHORIZED TO PERFORM THE WORK SHOWN ON THE APPLICATION AND APPROVED DRAWINGS, PLANS, AND OTHER DOCUMENTS ATTACHED HERETO OR ON FILE WITH THE DEPARTMENT AND MADE PART HEREOF, SUBJECT TO THE ATTACHED GENERAL AND SPECIFIC CONDITIONS. Plans Entitled: Date Signed and Sealed: EMERGENCY SEAWALL AND DOCK REPAIRS FROM HURRICANE IRMA OWNER: OMAR CASSOLA 9325 North Bayshore Drive Miami Shores, Florida 12/25/2017, 12/26/2017 Project Location: 9325 North Bayshore Drive, Miami Shores Project Description: • Removal of seawall cap as necessary. • Removal of 3 mooring piles, two located 50 feet waterward of the seawall at 61 linear feet and 114.8 linear feet from the north property line and one 129.8 feet from the north property line extending 31 feet waterward. • Installation of 20 concrete batter piles and 168.4 linear feet of new concrete seawall cap. The seawall cap will measure 3.3 feet wide by 2 feet high, and will extend 1.7 feet waterward of the wetface of the seawall THIS PERMIT AND PLANS SHALL BE KEPT ON =SITE DURING ALL PHASES OF CONSTRUCTION CLI-201,7-0454 AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS 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 Shore Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Dear Building Official fi. It. S4e4st9444 4/24/ 2018 Ref: 9325 N. Bayshore Drive Miami Shores, Florida Dock-1-18-119 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 Pile Driving Log Project Address 9325 N. Bayshore Dr Permit Number Dock-1-18-119 Date 4/24/2018 Pile Hammer Weight 5000# Pile Capacity 25 Tons Drop Height 6 Feet Contractor Southern Marine Corp Engineer -of -Record J.N. Sheingold P.E. Pile No. Pile Size Pile Length No of Blows Penetration Comments (in) (ft) (3 ft) (ft) 1 12 20 9 12 2 12 20 9 11 3 12 20 9 11 4 12 20 9 12 5 12 20 9 11 6 12 20 9 11 7 12 20 9 12 8 12 20 9 11 9 12 20 9 11 10 12 20 9 12 11 12 20 9 11 12 12 20 9 11 13 12 20 10 12 14 12 20 9 11 15 12 20 9 11 Batter Pile i Pile Driving Log Proiect Address 9325 N. Bayshore Dr Permit Number Dock-1-18-119 Date 4/24/2018 Pile Hammer Weight 5000# Pile Capacity 25 Tons Drop Height 6 Feet Contractor Southern Marine Corp Engineer -of -Record J.N. Sheingold P.E. Pile No. Pile Size Pile Length No of Blows Penetration Comments (in) (ft) (3 ft) (ft) 16 12 20 9 12 17 12 20 9 11 18 12 20 9 11 19 12 20 9 12 20 12 20 9 11 Batter Pile i Pile Driving Log Project Address 9325 N. Bayshore Dr Permit Number Dock-1-18-119 Date 4/24/2018 Pile Hammer Weight 5000# Pile Capacity 10 Tons Drop Height 6 Feet Contractor Southern Marine Corp Engineer -of -Record J.N. Sheingold P.E. Pile No. Pile Size Pile Length No of Blows Penetration Comments (in) (ft) (3 ft) (ft) 1 12 30 9 12 Mooring Pile 2 12 30 11 14 3 12 30 11 14 Mooring Pile Miami Shores Village Building Department 10050 NE 2"° Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. l (We) have been retained 4t' ` to perform special inspector services er the F orida Building Code 6u Edition 17) and Dade ministrathre Code at the G + fcv,,e, i4 .Dproject on the below listed s(20WdtJre as ofMiami i (date). I am a registered architect/professional engineer licensed in the S of F' fEB 0 51°16 Process Number. - - -. - - ••• • • • • • Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 6v, Edition (2017) . , , . • _ Miami Dade County Administrative Code, Artdcle II Section 8-22 Special Inspector for • • • • • *.:491EGPIVEt5 • . • ••• . . ••••• • • • •• •• • FED 2'1 2018••.:• • • • • •. tuv . r ;;1i+:a•i. & Restoration ;1'v1; s(NRRRI:) • •. • _ _ Trusses ) 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted _ Sal Compaction _ Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc. 7 ther Note: Only the marked boxes apply. The following individual(s) employee by this firm or me is authorized representative to perform inspection* � A. I., sue N.4I. CL 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensore to perform the duties assign by Special Inspector. The qualifications shall include licensors as a professional engineer or architect:- graduation from an engineering education program in civil or structural engineering graduation from an' architectural education program, rt,rcessful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor I (we) will notify the Miami Shores Building Depaor of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each B:'ilding Permit, I will submit to the Building Inspector at the tithe of the final inspection the completed inspection log form and a seale&statement indicating that, to the best of my knowledge, belief and professional judgment those portion's of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approval plans. Engineer/Architect •••• • . •••Y •••••• •• • - • . •• • • • • . • spa . 4r-,l4 �47 Print Address 4z .flc_)7C Name Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We - • - - - •ined b SOUTHERN MARINE CORP to perform special inspector services under the Florida Buildin • Code 5th Edition (20 an Miami Dade County Administrative Code at the 9325 North Bayshore Drive project on i = : • listed stru f 24 December 2017 (date). I am a registered architect/professional engineer I w-nse. In Process Number: _ Special Inspector for Reinforced Masonry, S Miami Dade County Administrative Code, Article II Section _ Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted _ Soil Compaction Precast Attachments _ Roofing Applications, Lt. Weight. Insul. Conc. 0 Other dock and seawall repairs Special Inspector for • • • • • • • • • • • • • • • • • • • • • • • • •' • • • • • • • • • . • • ••• •• • • • • • Note: Only the marked boxes apply. •• •'. The following individual(s) employed by this firm or me is authorized representative to peffbrm• inspection* 1. JOSEPH 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 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 engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and prfessional judgment those portions of the project outlined above meet the intent of the Florida Building Cede and are in substantial accordance with the approval plans. Engineer/Architect Name JOSEPH N. SHEINGOLD P.E. Print Address 12420 S.W. 75 AVE MIAMI, FL 33156 • • � • • • AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY •OF BUILDING INSPECTION ENGINEERS f. S NATIONAL SOCIETY OF PROFESSIONAENGINEERf. CONSULTING ENGINEER PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 • FLORIDA ENGINEERING SOCIETY - • • I , i , I I• All A 4 -4 .6.• rard/10 ..4-41" I I I WA=mitili— rAIIIIIIIIIIiii1111•11111Mudbl I 1 ' i 1 IMMINICHIMIZI • • •• . • •1 ., ••• i EillE=2111 ....."01—.4g0P2' 1 1 ; JFAVA *--- r:›P. :AP , / F--. '4' ••• t IA 4•• • I i • • •• ••• ! I •••if I I MiNiagEMPIPM • , I IIIIIIMMI • • 111111=111 1 I INIENEEMEAMiat frAMPZII rd 1 I 111111111E11 6 :0 0:. I ' • i • 400 • • L • • • : • " • _I I % I 1 1 • • • 1 I 1 1 I 1 I 4e/I • Z /1 440. tty. . I 1 I ' ' 4 C 4 I . 1 -.) / 146 / , 1 r , _I 14,, .c". ? 1 1 1 , I , 1 , "AffidillifiNIIIIEW 1. . , 01M1117/11 -,--„0,. ........ , J1 , 1 1 1 ,3,r-f..-- ,A ./b!---,. c7e, 1 I A 4 , • 4. 1 ; , Eh, 1 1 --:-:-- ; CP 4 , 4 AI =P: ..2i • ,,,:. ' 'i e, il i i I ; 1 1 ! 1 ft I I I 1 HIIU i I I I 1 I t 1 1 1 1 t I I I 1 1 i 1 1 i 1 1 i 1 1 i Iliimm.41 ' 1 I : 1 1111.1111011MSAIMIll immmumiletikum 1 1 1 1 I I i 1 i 1 ; I AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS NATIONAL SOCIETY OF , nIJ�. S� c*U pE, PROFESSIONAL ENGINEER; /' GIN FLORIDA ENGINEERING CONSULTING ENGINEER SOCIETY • PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 • EEEEEI*REEEE iE ■E EEEEEEVEEi EEE EEEEEEEEEEMMEMMMEEiEEEEi iOi■19■iii EEEEEEEEM■ ■EiEEMMEEEEEE BEL MMINI EiiiEEMEM EEEEEEEiiiiii �IMEEii EEEEEEnME _M _■MMUMEEEEE■ WM= i MEMMEMEME ■iiii■ivM...r...�..�..--www�irw -=-=_----.� ,EM EM i= dEEMMERMEE •. EMEEMMI Eii E 11ii!!i ■Mi■:1EEMMIM OMMEiEEEEEEEEIV WEER EEE/■EEB'M!!EE"EN■■ EEEEEEEE • • •.. • ROEMMEMMENIMMENOWIMMO- - •UiiEER■ME�1f'EME EM00 3B;]Em ■ .■ .... ■iiM■E■f■" AMEMEME3Mrr7i�.�M'/!_=Si1��.� NOMM EM iiEEEEE....�wa�..�_u��►��_.�,,.wwEE/J I ■E MMEMENUENMEMIMMWEMMFAMMOREMMEMINIMM MEMMEMEMAIMMEMEMEMMEMMEMMEMMEMOOMM mmommemnammEmmammommmranams mmemEEa9 E ■.mi■mi■E-�I.>.��►..��im/■ mi EEE/:� iEM■ ■ ■iEEE/l O MEEMEMMKOMMWEEMMONOMMESMEWEEKEMEMEM ioM==■lEriMUMMEMMEMMEEEEEEEEOErEEE [ESE 1VOMMOIMEMESWEiEEEE■EiENiEEE EE ■OMMEE O�iyf'i''EMEMiEi�. EEEMEMEMEEEE EEMEM �i/■r'" WHEME EEMEEMEE EEEEE IMMELI WM2 ■iEE MMEMEEM/EJ' EEEG'i'EEF�►�r?�!�!��is1E�E�.. EEi■► . r . -: � EEEEEEMEEfGENE'/iMONI E MEEEMEENEMMw=Ei' IMMERRIENNEMSNWEEMMEWMPEROMMIWIM iiiEiNw�w�ww r��M�NWE7W-' i mumedi!/a . aii7: E■■fii'i[!■L�7iiE: ■ mum EESEErNEEE sommimmommummammumm immummompommimummwsommiliC�liEiiiE mom MENEMOMIMIN Pi MIN■'i��EE �f�Ei EEI1EEEEEi I ii Ws „EvEMEE MERMEN EA ME •n AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS CONSULTING ENGINEER PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 l 1 II li 1201ir I i i4- � ( s—.4. s &1 I 14 .I I IJ 1 I r / ' NATIONAL SOCIETY OF PROFESSIONA ENGINEERE FLORIDA ENGINEERING SOCIETY •, • •I • • 9• • 44, • • • • • • • • •••• I I • ?f Ln • P. •I • ••i. ••• • '. I 1 • • • • •i I . . _• • • • • I • •I • • • I I• i • •• • ••1• • •1 • • 449... I • ' I 7-3 -r4 r 6I fldi 7 • AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS f. 7Z. S PROFESSIONAL BUILDING INSPECTION SOCIETY 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 NATIONAL SOCIETY OF PROFESSIONALENGINEER; CONSULTING ENGINEER FLORIDA ENGINEERING 111111111111/ is11111111 11111/111, �L'1 Ennomimp • '.-aaso IIIUIIIiiliihiIHIIIIIIUIiIiII1411111 1....mmumm wm loommunummommtam Ilbi ■non■��■■ ► ■■■■ IIIINMIMIIICMMIIMI IIIIiiI1IIIIIIIUIHhIIHIIIII IIIIiI!!!!!UIIIIIIIIIHIIIII IIHh11IIiiiiiiIiIiiIIII1IUIIi!$!I■■■■■■111111111111111 ;;i:"■iu" 1111111101111111111111 III I ISIM II 1 RECEIVED JAN 0 5 2018 GENERAL NOTES 1��J' ;�%A4:7 DERM Coastal Resources Section Natural Resources Regulation & Restoration DESIGN: IN ACCORDANCE DITION & ASCE 7-10 Division (NRRRD) 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" PRESTRESSED CONCRETE: RECOGNIZED TESTING LABORATORY TO VERIFY CONCRETE ATTAINING A STRENGTH OF 6000 psi IN 28 DAYS. CONCRETE SHALL ATTAIN A STRENGTH OF 3500 psi BEFORE STRANDS ARE RELEASED. REINFORCING SHALL BE PER ASTM A416-6820K STRANDS WITH #5 GAUGE WIRE SPIRALS AT AN 8 INCH PITCH EXCEPT AT ENDS WITH 6 TURNS AT A 3 INCH PITCH. MINIMUM PENETRATION OF ALL PILES TO BE AS FOLLOWS: INTO BEDROCK— 6 FEET MIN. MINIMUM SAFE BEARING: 10 TONS WOOD PILE & 25 TONS CONCRETE PILE CONCRETE: CONCRETE FOR THE CAP SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 5000 psi AT THE END OF 28 DAYS. REINFORCING STEEL: ALL REINFORCEMENT SHALL BE 60K psi MINIMUM YIELD NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615 GRADE 60. ALL BAR LAPS SHALL BE A MINIMUM OF 48 BAR DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI AND MANUAL OF STANDARD PRACTICE CODES. STRUCTURAL LUMBER: ALL DIMENSIONAL LUMBER TO BE PRESSURE TREATED, (ALL LOAD SUPPORT MEMBERS TO BE NON —DENSE SELECT STRUCTURAL) AND COMPLY WITH NDS 2012 SPECIFICATIONS AND 61.1 2013 SUPPLEMENT. 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: 401bs/FT2 OF LIVE LOADS 175 mph WIND VELOCITY, EXPOSURE "D" - 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. BISCAYNE BAY 61'-0" EXISTING MOORING PILES TO BE REMOVED, TYP. (11) EXISTING 12" CCA DOCK PILES TO REMAIN, TYP. EXISTING SEAWALL TO REMAIN EXISTING DAMAGED SEAWALL CAP TO BE REMOVED AS REQUIRED TO FORM AND POUR NEW CAP 40'-3" • • • 53'-6" I 15'-0" 38'-6" 1f/Arif Yiii/. i, l 'iiff /iiiri . /i ti "'.Yi'filAif %��if %Y/' EXISTING CONCRETE SLAB OVER DRY SIDE OF SEAWALL TO REMAIN 168.35' EXISTING CONDITIONS AND DEMOLITION PLAN 1 /16" = 1 s-0" i NE VAMS, . !# Itr tt.V1 st, NE Odmst to I, NF 2Yh Rt EMERGENCY SEAWALL AND DOCK REPAIRS FROM HURRICANE IRMA FOR: OMAR CASSOLA 9325 NORTH BAYSHORE DRIVE MIAMI SHORES, FLORIDA CONSULTING ENGINEER: J.N. SHEINGOLD P.E. #21181 12420 SW 75 AVENUE MIAMI,• FLORIDA 33156 PE i-.n--V. Y ; NE'H�15e? Ni 47th SI'st NE 97th x+.1 OFFICE: 305 986 7002 FAX: 305 253 4455 'Ia ate irr;.fy f NE lM, ;i, .�19sr�+..wWw.V ��y i..k. s HF'tNh yf' t t[..% Ht ttXhSgl t1I,6Th S.Y,,.,. Y� :4 • ` Nt BB2951 NEB/BIG,'" NE NE fl6B1$f NEetthSt ' 'r` WE 61.�.h D F yy f as'•N 91r47 f., - J" t .ya ., hEB st :a 3 is'. PefctM Ha6or,. •ti5-44r lt7t'," ttKM h a, kc 'RT y�'13 Maine z v i), it -' .)- . Aid LOCATION MAP NI N.T.S. VICINITY MAP N.T.S. II SPECTOR REQUIRED FOR Tji PERMIT O U C c STRUC.,A_ APPROEEg L _Q�m O CO 0 �ll•t/O 1 LOT LOCATION ...,,.N ra,i.ieDi 0 < 0 c 0 Q GWZZ Q¢ 3� co zLL in co 0 cc cc Wa Wcc VIED DAT • • • . • • • ••.• •.•• •••••. RER •NAVRAL R5SOORCES DIVISrON •�IWAL APPROVAL:. •: NAIVrE•• DATA • FIE 14VED • • • • • • • . • • . • • • • • •• • FE9 21 2018 Oc 4i est:',.,.4.1urces Section Naturo Res01••• eguistion & Restoration i'nrisia. (NRRRD) • •••••• • .• • • • • •• • -,01 -- o b • • • • • • • • 00000• • • •••••• • . 61'-0" RECEIVED JAN 0 5 2018 PROJECTION OF PROPERTY LINE S5 (3.35' 8'-6" TYP. DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) 0 NEW 3"X8" JOISTS ©3 v O.C. W/ 1"X12" LTS12 SIMPSON SS STRAPS (FL10456.29) W/ 7 SS 10d T&B, TYP. (11) EXISTING 12" CCA DOCK PILES TO REMAIN, TYP. BISCAYNE BAY (3) NEW 12" CCA MOORING PILES TO BE INSTALLED IN SAME LOCATION AS REMOVED PILES, TYP. 40'— NEW 3"X12" BEAM W/ 2 i" HDG THRU BOLTS AT EACH PILE CONNECTION, TYP. 2"X6" P.T. TROPICAL DECKING WITH (2) #10 SS SCREWS AT EACH CONNECTION, TYP. NEW CONCRETE SEAWALL CAP EXISTING SEAWALL BELOW (20) NEW 12"X12" CONCRETE BATTER PILES, TYP. EXISTING CONCRETE SLAB OVER DRY SIDE OF SEAWALL TO REMAIN EMERGENCY SEAWALL AND DOCK REPAIRS FROM HURRICANE IRMA PLAN 0 t 0 53'-6" ! STRUCTURAL ROVED RE -- Natural RER•NATURAL FINAL NAME DATE 36'-0" • • • • • ••• • E E JVE FEB 2 1 2013 ••••1• •••••• C mstai ke8ourcos Section • • • • HSO(!r'. C Rep ilgtion R PAM/ Magee • r)KkSirn (NPPC5i1) • •j • •• • • • I• SOURCES DIVISION PPROVAL • •• • PROJECTION OF PROPERTY LINE 011 —6� 1 • •• • • • • • • • • • .• ••• • • • • • •• ••• 1/8" = 1'-0" • • • •• ••• Southern Marine • Construction, Inc. • • - Custom Docks • • • Seawalls • • - Boatlifters • • • - Pile Driving 305-861-2764 0 • • • • - Environmental Planning & Permits ( ) www.southernmarineconstniction.net 305-865-4848 (f) EMERGENCY SAWALLANADO4'K REPAIRS FROM HURRICANE IRMA OWNER: •.. • OMAR CASSOLA • • • •• • • '' 9325 North Bayshfe Drive. . • •• Miami Shores, FIdt t1 • • • •• CONSULTING ENGINEERS J.N. SHEINGOLD P.E. (0) 305 986 7002 12420 SW 75 AVENUE (F) 305 253 4455 MIAMI, FLORIDA 33156 PE #21181 A-2 -8" EXISTING CONCRETE SLAB OVER DRY SIDE OF SEAWALL TO REMAIN EXISTING CONCRETE SEAWALL CAP TO BE REMOVED AS REQUIRED TO FORM AND POUR NEW CAP EXISTING CONCRETE SEAWALL AND T-PILE TO REMAIN AL EL. +5.00' NGVD T.O. EXIST.CONC.CAP alip EL. +1.75' NGVD MHW EXISTING BOULDERS TO BE REMOVED AND REINSTALLED IN AREA OF BATTER PILE INSTALLATION doip EL. -0.75' NGVD MLW BAY BOTTOM EXISTING SEAWALL SECTION RECEIVED JAN 0 5 2018 DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) 1/4" = 1'-0" NEW CONCRETE SEAWALL CAP /// EXISTING CONCRETE SLAB OVER DRY SIDE OF SEAWALL TO REMAIN #5 DOWEL ©16" 0.C. SET IN EPDXY SECTION AA 3'-4" Nic B AL EL. +5.00' NGVD T.O. EXIST.SEAWALL #3 CLOSED HOOPS ©12" 0.C. HOOPS SPACED @ 6" 0.C. AT EACH PILE (8) #5 BARS. (4)T (Sc (4)B CONTINUOUS, TYP. dilip EL. +6.50' NGVD T.O. NEW WALL CAP #6 DOWELS SET IN EPDXY (12" EMBEDMENT INTO PILE) (20) NEW 12"X12" CONCRETE BATTER PILES Aik EL. +1.75' NGVD MHW EXISTING T-PILE TO REMAIN EXISTING REINSTALLED BOULDERS TO BE PLACED @ 2/1 SLOPE AT BATTER PILE INSTALLATION AREAS Apip EL. -0.75' NGVD MLW 1/2" = 1'-0" RER • NATURAL nrrnt! ---.7 FINAL • STRUCTURAL REVIE APPROVED•-.. _ RER - NATURAL RESOURCES DIVISION FINAL APPROVAL NAME DATE 12"X12" BATTER PILE BEYOND 1'-0"\ 1'-0" )r / ,,_0,, TYP. 6" 6'r6'' \ A_ 6" / 6" 6" / /, /, .I' SECTION BB #3 STIRRUP HOOP, TYPICAL SEAWALL BELOW #5 BAR CONTINUOUS, TYPICAL • • • •• • •••• •• .••. • y •. •• .. • . • • • • .. .• • .•. .• • ..• • • 41,00 • • •••• • •. •. •• RECEIV FEB 2 1 201 DERM Coastal Resources Natural Resources Regulation Division (NRRRD) 1/2" = 1'-0" 6 •• • • Southern Marine Construction, Inc. , • • - Custom Docks Seawalls • • - Boatlifters • • • - Pile Driving • • • • - Environmental Planning & Permits 305-861-2764 (o) wwwsouthemmarineconstruction.net 305-865-4848 (f) EMERGENCY SEAWALL ANDI,dOCR REPAIRS FROM HURRICANE IRMA OWNER: • • • • • • • •, OMAR CASSOLA • • 9325 North Baysho}e a'ivty Miami Shores, Florida • • • • CONSULTINN ENdillEERS J.N. SHEINGOLD.E. (0) 86 7002 12420 SW 75 AVENUE (F) 305 253 4455 MIAMI, FLORIDA 33156 PE #21181 A-3 RECEIVED JAN 0 5 2018 DERM Coastal Resources Section 'Ia•siral Resources Regulation & Restoration Division (NRRRD) 1 1'-0" 14'-0" APPROVED 2"X6" P.T. TROPICAL DECKING WITH (2) #10 SS SCREWS AT EACH CONNECTION, TYP. g" S.S. CONCRETE ANCHOR BOLTS © 18" 0.C. NEW CONCRETE CAP SECTION CC 1/2" = 1'-0" I�<I xVCI xI xI xl �G txl YI 3"X8" JOIST © 24" 0.C. xI 1 "X1 2" LTS12 SIMPSON SS STRAPS (FL10456.29) W/ 7 SS 10d T&B, TYP. (2) 3"X12" PILING BEAM W/ (2)i" H.D.G. THRU—BOLTS, TYP. NEW COPPER CAP, TYP. NEW 1 "X2" P.T. PILE TRIM, TYP. 0 55 NEW 3"X12" PILING BEAM /NEW 3"X8" JOISTS © /to " 0.C., TYP. 1"X12" LTS12 SIMPSON SS STRAPS (FL10456.29) W/ 7 SS 10d T&B, TYP. RER - NATURAL RESOURCr S DIV;S1ON FINAL APPROVAL NAME ATE NEW "f1 tH REFLECTOR far. 2"X6" P.T. TROPICAL DECKING WITH (2) #10 ••• SS SCREWS A:I- FRCH •• CONNECTION, 11Y1P. • ;•. AL EL. +6.50••fthD T.O. NEW oC4C•. •••• • • •• •• ••,•••• • • • • • • • • •• • (2) 4" H.D.G. THRU—BOLTS, TYP. AL EL. +1.75' NGVD MHW EXISTING 12" CCA DOCK PILES TO REMAIN, TYP. �EL. —0.75' NGVD MLW • • • • • • •s• • • •• • • • • • • • •• • • •• RECEIVED FEB 21 2018 DERM Coastal Resources Section Netirat Resources Regulation & Restoratio Division (NRRRD) Southern Marine Construction, Inc. k • • • - Custom Docks • • - Seawalls • • - Boatlifters • • • • • Pile Driving 305-861-2764 0 • • - Environmental Planning & Permits ( ) www.southernmarineconstruction.net 305-865-4848 (f) EMERGENCY SEAWALL ANDBbC REPAIRS FROM HURRICANE IRMA] OWNER: • • • • • • • OMAR CASSOLA ;•; 9325 North Bayshori Drbre'.: Miami Shores, • Florrcia ' CONSULTING ENGINEERS J.N. SHEINGOLD P.E. (0) 305 986 7002 12420 SW 75 AVENUE (F) 305 253 4455 MIAMI, FLORIDA 33156 PE #21181 A-4