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WSW-13-2449` Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217685 Scheduled Inspection Date: August 12, 2014 Inspector: Rodriguez, Jorge Owner: KURLANDSKI, GUY & SELIN Job Address: 9301 N BAYSHORE Drive Miami Shores, FL Project: <NONE> Contractor: SOUTHERN MARINE CONSTRUCTION, INC. Isunamg luepartment comments INSTALLATION OF 10 BATTER PILES AND CAP TO REINFORCE EXISTING SEAWALL. INSTALLATION OF A 40"X9" WOOD DOCK Permit Number: WSW -10-13-2449 Permit Type: Retaining Walls/Seawalls Inspection Type: Sewall Work Classification: Seawall Phone Number Parcel Number INSPECTOR COMMENTS False Inspector Comments Passed Sea wall pile log and cap steel. -01 Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. 1132050270560 Phone: 305-861-2764 August 11, 2014 For Inspections please call: (305)762-4949 Page 39 of 39 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION OCT 'Y 0 2013 FBC 20 Permit No. Master Permit No, ]SI -2YW Permit Type: BUILDING ROOFING JOB ADDRESS: 'T 3 01 %� ® TZ A &14 X s -H 0 a it :D fz,, v e - City: Miami Shores County: Miami Dade Zip: -Zi t '31; Folio/Parcel#: _j/ S"- Q 2 7 - D�_6 Is the Building Historically Designated: Yes NO ✓ Flood Zone: OWNER: Name (Fee Simple Titleholde Address_ Q) K X/ . E. 1,0w) City: Tenant/Lessee Name: Email U RA ,.1! o State: Four a,� Zip: Zr 3 ) 3.k 13- (.377 CONTRACTOR: Company Name: &Ou -k eouj Hon ( ® e rd S -r r G Phone#hDs) Address: City: m m m 1 Aw Qualifier Name: RAI State Certification or Registration #: K/ /%} Cert Contact Phone#: a I - Z 7 Email Address: �- DESIGNER: Architecngineer-®E �rg) � dT s - e of Competency #: '- l c1 0.7 1 2 (,,-) 13etl s&,�-h. iyeT ^� �) 191 Phnne#� I ibc 1 ci ff&— [ oo-z Value of Work for this Permit: $ 56�S0me/Linear F o otage of Works' Type of Work: OAddition OAlteration ONew epair/Replace' . Description of Work: �40 s Q/F©e,,r &Aca7)'xk ODemolition Color thru tile: Submittal Fee $, a _I VU Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ . ( E 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is 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 EMPROVEMENTS 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 comment nt must posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t Bence uch posted notice, the inspection will not be approved and a reinsp ction fee will be charged. /l Signature ASignature weer or Agent ontractor The fore ing instrument was acknowledged before me this The foregoing ' trument as acknowledged before me this day of , 20 La, by re IIJ/ d Cr day of , 201 l"�", by 24 //. who is personall known to me or who has produced who personally known to me or who has produced'// As identification and who did take an oath. L 6 as identification and who did take an oath. NOTARY P L'�: NOTARY PUBLIC: �0\\l11 1////// .� p1A d0 ' ;. MAILY FERREIRO 690 Sign: Sign: u 0 W d , Print: s 09.2018 Print: 133 FWftN .aem 9,M1901to My Commission Ex es: My Commission Expires: sgi APPROVED BY 3 Plans Examiner "' Zoning 11 N V, Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Am 10/23/2013 Wed 10:53 PaW Lynch & Associates 772-232-9375 ID: #2605 ^ Paa*g^ 14 of 26 %OL-r%IIrIVHIG Vr LU1L3IL11 I 11vQUlAmlVl0G I .0/LS/ZU1.3 THE CERTIF7EATE 16 ISSUED As A MATTER OF INFORMATION ONLY AND CONFERS No RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATPA LY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING IN'SURERft AUTHORITY REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: B the certificate holder G an ADDITIONAL INSURED, the pollcypes) must be vulorsed. If SUBROGATION IN WAwm Napa fm the berms and conditions of the policy, certain policies may require an endorsement A statement on Uds certificate does not confer rights to the ceFWI= to holder In Ow of such mularsement(s), PRODUCER PAUL LYNCH & ASSOCIATES INC 701 N Federal Hwy, Suit® 401 Stuart, FL 34994 CONTACT NAME Paul Lynch FAX C.NoEia: (772)232-9371 AfC,N,):(772)232-9375 WL ADDRESS: sue@Insuremarine. cam OURME M AFFORD= C01WERaae NAxe INSURER A: United State Fire Insurance Co. INSURED Southern Marine Construction, Inc. P. 0. Box 414194 Miami Beach, FL 33141 305-861-2764 WSURER 5: � can Xnsurance Conpany JAR C : INSURER D: 'INSURER E: 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 REOUIREMENT, TERRA 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. mm Lm TYPE OF 04SURANCE DL SUER Wyp POLICY NLmER POLICY EFF POLICY "p LIMITS A COMM3WAL MURAL UAMUTY CLAIMS -MADE Fx_1 OCCUR ii P&I (Ex -crew & cargo) 830-100209-4 0/22/13 0/22/14 EACH OCCURRENCE $ 1,000,000 PREMISES (Es occw w=) $ S0,000 MED E>P (Arry mm pemw,) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 G911 AGGREGATE LIMIT APPLIES PER: x POLICY ❑ JECT n LOC OTHER: GENERA. AGGREGATE $ 2,000,000 PRODUCTS - COMI*0P AGG $ 1,000,0 $ AUTOMOBILE LMILITYSINGLE A3NYAUTO ALL OVAIED SCHEDULED AIR AUS NON-OV4NED HIRED AUTOSH AUTOS LIMIT $ (Ea erdrad BODILY INJURY (Perpersm) $ BODILY INJURY (Per accidenq $ PROPERTY DAMAGE (Perawd $ 1 $ L&QRELLA LIABOCCUR EXCESS LIAR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ B WORKEWCOMPENSATION AND EMPLOYERS' LMILI TY PRaP;WTO aA+ TN3ZZeCUTW YIN rA K"BtCLtO�` under I�IPTTONOF OPERATIONS below �'A WC 9597411-02 Includes USL&H 2/18/13 2/18/14 x STATUTE ER E.L EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE -POLICY LIMIT s 1,000,000. a DESCRIPTION OF OPEPARONS 1 LOCATIONS ! VEHICLES mm 101. AdcOoft Remarks Sctmdule. may be dWched i1 more space is mored) Marine Contractor. CERTIFICATE HOLDER rANrPI I ATION Miami Shores Village 10050 NE 2nd Avenue SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, Florida 33138 ACCORDANCE WITH THE POLICY PROVISUM AIRHORIZED REPRESENTATIVE 8198&2(13 ACORD CORPORATION. M Tights reserved. ACORD25(2(M3104) The ACORD name and ()go are registered marks of ACORD r OW03 Local Business Tax Receipt *° Miami -Dade County, State of Florida HIS ISNOT A OU -00 NOT PAY 1195247 Tk-LBTt _. su6INESs NAMEn tCATION RECOPT NO. EXPIRES SOUTHERN MARINE CONSTRUCTION INC RENEWAL SEPTEMBER 30, 2014 6875 NE 3 AVE 1195247 Must be dispWW at place of business MIAMI FL 33138 Pursuant to County Coda Chapter 8A- Art. 9 & 10 OWNER SEC' TYPE OFS tWMSS PAYMENT RECEIVED SOUTHERN MARINE CONSTRUCTION 196 SPECIALTY NGINEERWG CONTRACT By TAx COLLECTOR INC E1907 $45.00 09/27/2013 Worker(s) 10 0232-13-000973 This Lova! 9uginessTax Receipt oaty can&= payment of the Lad Business Tax. Theant a license. permit or a ceMcedw of the deisquMcetioMto do basiness. Boldon aunttomply�m a� govar WRW or t wpvarmrtenlal regulatory hens wd regdmme is ndnch opplyto the bullas s. The i1ECEIP 17ft ebwe said be fplaWl on all commercial vahieles—MiamrrDade Code See 88-216. << = _ . `� rbrmarainto,omtPort,vls3trnda-�aada���ccouactor. -- . - Municipal Contractor's Tax Receipt Miami -Dade County, State of Florida —THIS IS NOT A ENL. — DO NOT PAY CC NO: El 907 BUSINESS NAMMOCATION SOUTHERN MARINE CONSTRUCTION INC 6875 NE 3 AVE MIAMI, FL 33138 MC RECEIPT NO. EXPIRES NEW BUSINESS SEPTEMBER 30, 2014 7438194 Must be displayed at place of business Pursuant to County Code Chapter SA — Art. 9 & 10 OWNER TYPE OF BUSINESS SOUTHERN MARINE CONSTRUCTION SPECIALTY ENGINEERING INC CONTRACTOR MFor mono ieformafioe,visitwww miamidade goaita■colleotor PAYMENT RECEivED BY TAX COLLECTOR 175.00 09/27/2013 0232-13-000973 4. r QUALIFYING TRADE(S) 0005 SEAWALUSM-DOCK lar - gigs - perks aaryec P.E aftlt Bawd �w CTQB n des g 80am SUS*jESS CEfMFICATE OF COMPETENCY E1 (907 SQt}THERN MARINE CONS71C INC JD.BA: RD lgOeRT A Is c erdfled undesme pmVMDns of Ctmpter,10 of Mmrni aaft County . -,VALID FOR CON RACT NG UNTIL M33t211,1s5 AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS ILI 2�K9. /0 11,17 NATIONAL SOCIETY OF PROFESSIONAL ENGINEER: ,v 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 30 September, 2014 Ref: WSW -10-13-2449 9301 N. Bayshore Drive Southern Marine Corporation 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 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 Florida Building Code and is being submitted to the Miami Shores Village building department at the time of final inspection for the above referenced structure. P.E. 21181 AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS NATIONAL SOCIETY OF 15, PROFESSIONAL ENGINEER: CONSULTING ENGINEER FLORIDA ENGINEERING PROFESSIONAL BUILDING INSPECTION SOCIETY 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 7 August, 2014 Ref: 9301 N. Bayshore Drive Miami Shores, Florida WSW -10-13-2449 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 FBC 2010, 1822.1.20 and with the permitted documents. you have any further questions or need any additional information, please do not hesitate to contact me. P.E. 21181 Pile Driving Log Proiect Address 9301 N. Bayshore Dr Permit Number WSW -10-13-2449 Date 8/7/2014 Pile Hammer Weight 4000 # Pile Capacity Concrete 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 Pile Installation as per FBC 2010 1822.1.20 (in) (ft) (3 ft) (ft) 1 12 22 9 10 Batter Pile 2 12 22 8 10 3 12 22 9 10 4 12 22 9 11 5 12 22 8 11 6 12 22 8 11 7 12 22 8 11 8 12 22 9 10 9 12 22 8 11 10 12 24 8 11 Batter Piles Pile Installation as per FBC 2010 1822.1.20 Pile Driving Log Proiect Address 9301 N. Bayshore Dr Permit Number WSW -10-13-2449 Date 8/7/2014 Pile Hammer Weight 4000 # Pile Capacity Wood 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 2 12 (in) (ft) (3 ft) (ft) 1 12 30 9 11 Dock Pile 2 12 30 8 11 3 12 30 9 11 4 12 30 9 10 5 12 30 8 11 Dock Pile 1 12 30 8 12 Mooring Pile 2 12 30 9 12 Mooring Pile Pile Installation as per FBC 2010 1822.1.20 Ad 02//2094 Tue 13:09 Paul Lynch & Associates 772-232-9375 ID: a --- �►GI'T►I Iri4/y1 G yr �Ifr►v��.� � r $IV�7VtVliv\.G � THIS CERTIFICATE 18 HIMM AS A MATTER OF INFORMATION ONLY AND CONFERS no RIGHTS UPON THE ATE HOLUM THIS CERTIFICATE DOES HOT APPI MATIMY OR NEGATM&Y Ate, EXTI = OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOE$ NOT CONSTITUTE A CONTRACT BETWEEN THE t8 1l3 INSUIUM AUTHORIZED REI' MISMAT1VE OR PRS AND THE CITE HOLD 011PORTANT: ff til@ celtltcule h*Ww Is an ADDITIONAL INSUR11116 Um must be endorsed. O SUBIROGATION 18 WAIVED, subject to the tmw and eondftms of the Pte. cin 1oWes; may require an endarsaMent A stiitemerd on Ids eerffitCafe dams not canter rights to Ore Comhm to holder in Ieu of such mss). PRODUCER CONTACT Nom: Lynch NL PML LYNCH & ASSOCIATES INC PHOW-(772)232-9371 701 N Federal Rwy, Suite 401 �,.,�,rr�,,. Stuart, FL 34994 ADDRESS: — _---___ ine. cow I Page 15 of 28 J.a/ eu.Lg (772)232-9375 VERA: INSURED Southern Marine Construction, Inc. INSURER 0: AmTrn—m No Auterlca, Inc . P.O. Box 414194 INSURM C: Miami Beach, FL 33141 94SUFER D: 305-861-2764 INS E : SER F : COVERAGES CERTIFICATE NUMBER- REVISION NUMBER - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAIIED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOWREMEMT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOM MENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INWRANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDLIGED BY PAID CLAIMS. mRRun UR TYPE OF I am wm Wo POLICY NUPE LIMITS A - e» LVMUTY CLARE � OCCUR X P&I (Ex -cargo: Includes Creon/Jones Act (1) ) 830-100209-4 0/22/13 0/22/14 EACH OCCURRENCE $ 1,000,000 Rms cEe oasare M) $ 50,000 E>Q' (Fry arta persml) $ 5 , 000 Pa�NAL a ADV INAM $ 1, 0 0 , 000 GENL AGGREGATE LIMIT APPLIES PER: X POLICY Q � Loc OTHER: GENERAL AGGREGATE $ 2,T-0-6—,000 PRD>xxrs - cxtoP ASG $ _1,000,000 $ AUTOMOBILE LIABILITY ANYAUfO ALL OWNED SCHEDULED AUTOS AUTOS NONIOVYNED HIRED AUTOS A te( �ident $ BODILY WJURY IPerpaw) $ LILY IP6RW (Per 8ader0 $ PROPERTY decd $ $ UMBRELLA LIAR EXCESS LIAR E EACH RENCE $ AGGREGATE $ DED RETENTION $ $ . B WO)�RS COM12ENSATION AND EMPLOYEW LVABIM Y`" ANY PROPRETCOPARTNEROMMMEVIA OFfICOMMIER „y In wn °�' "'�' If yySCRIPTION� desdibe undw DEOF OPERATIONS belara TWC3401036 Includes USL&H 2/18/14 2/18/15 SIA E L EACH ACCIDENT $ 1,000,000 E.L DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE -POLICY LUT $ 1,000,000 DESCRIPTION OF OPE7ATKM / LOCATIONS I VEHICLES V=W 101. Ad=ord Rer w s Sthedub melt be 0&o tW If mm Wm 1s mWreM Marine Contractor. r+Cb-nCII-A"m unt nro r'AM _FI i ATUW Miami. Shores Village 10050 N8 2nd Avenue SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE TMEOF, NOTICE WILL BE DELIVERED IN Miami Shores, Florida 33138 ACCORDANCE WITH THE POLICY PR s. AUIHORWED REPRESEvIAMVE CO 1888-2013 ACORD CORPORATION. A® fights MMved. ACORD25(201304) The ACORD name BTM logo are registered marks of ACORD 'LOTJ Local Business Tax Receipt Miami—Dade County, State of Florida 'THIS IS NOTA BILL -DO NOT PAY 1195247 - st,�l�sl; NAnn�LocAT1oN ��'r' "1°- EXPIREi' 13USUM N anAR& co'"ON cno� INc RENEWAL SEPTEMBER 30, 2014 6875 NE 3 AVE 1195247 Must be disp"W at Ph" Of bualnesa Pursuant to County Code MIAMI FL 33138 Chapter 8A -ATL 9 & 10 WO, TYM OF SUSUWAS PAYMENT OWNER 196 SOUTHERN MARINE CONSTRUCTION E1907 SPECIALTY ENGINEERING CONTRACT $45.0009/27/2013�LLD INC _ E1907 Workers) 10 0232-13—M73 UbLace16u&mT®t o>t111 1 ef�l Ta�cT�R t&a alive . or a s�eeft of the lam' vtd1MUd w1 feffidawlF law Redragabetaents �_-Dade Gate Sees The ifEGF1Pr IIO.aimve aaatba daplat►ad as all csmncaraal - _ � . • _ Eara�a iefor�envtsit -�•c� . - .�' ." ' Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida THIS IS NOTA BLL -DO NOT PAY CC NO: E1907 MC BUSINESS NAMEILOCATION RECEIPT NO EXPIRES SOUTHERN MARINE CONSTRUCTION NEW BUSINESS SEPTEMBER 30, 2014 INC 7438194 Must be dis�ayed at place of business 6875 NE 3 AVE E nt to Corty Code Pursuaw MIAMI FL 1 a - Chapter 8A -Art. 9 & 10 TYPE OF BUSINESS PAYMENT RECEIVED SOUTHERN MARINE CONST UCnON SPECIALTY ENGINEERING BY TAX COLLECTOR INC CONTRACTOR 175.00 09/27/2013 0232-13-000973 MAMM for mora iaformadmdAt w yam ade gltazcolleetor QUALIFYING TRADE(S) 0005 SEAWALUSM DOCK Y Y QB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY El 907 SOUTHERN MARINE CONSTR. INC 141D.BA.: ROil ROBERT A Is certified under the provisions of Chapter 10 of Miami -Dade County . VALID FOR CONTRACTING UNTIL 09130/2015 MiAM Charles Danger P.E. It Secretary of the 803rd www.rNansdade.gov/development Y Y QB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY El 907 SOUTHERN MARINE CONSTR. INC 141D.BA.: ROil ROBERT A Is certified under the provisions of Chapter 10 of Miami -Dade County . VALID FOR CONTRACTING UNTIL 09130/2015 Affam—i Shores i�'ige SIRUEMag DV ttncnt C; s) 'fit C.. _tom. a 1 UVOMr fr Rdv&=W Unk MUMW. FBC 212L4 Q SPWWI rfwTmm aft35 Pk Lm* or6 Pt Btgk FBC 2319.17.2.4.2 o sit bAPMW fir gW COM=MNM FEC 2218.2 � �IM � FBC I8203.I X 9PWW fitr IBC 1822.1 F� l52'l.12.2 a spww fivacwt he 4 o KIM AbAinggld.p.g- Aft= 12420 3W 45th Ave Miami, Fl 33156 Nbrift Lf� Nae - 21181 mm AMERICAN SOCIETY NATIONAL SOCIETY OF . - OF CIVIL ENGINEERS . PROFESSIONAL ENGINEERS NATIONAL ACADEMY 04.1e ' FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 . 'Established 1976 P4 -sic -4 1A4LX-,<- rlb4 4,100P ore D e 14.474' 4- I-T,A> ,lzl 400, 12,755 4 AL OF - Q GW3 � =—/oxo -_. 33 /N ? M Jam, a✓ AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS NATIONAL SOCIETY OF n� ow� s�u�a j� ��. PROFESSIONAL ENGINEERS FLORIDA ENGINEERING CONSULTING ENGINEER SOCIETY PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 . Established 1976 lb v`4 6:=r Z)cl . z J Z.57-121 d d v Ll AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS NATIONAL SOCIETY OF sC�e� j� PROFESSIONAL ENGINEERS rev FLORIDA ENGINEERING CONSULTING ENGINEER SOCIETY PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-1244 Established 1976 p �- 4"1.5 42z> 31 L/.� = 5 W, (3 S = 71P-/3 ep S W. 'Ct" urT AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERSPROFESSIONAL ENGINEERS NATIONAL ACADEMY ' ��• FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378-12" Established 1976 T/Z713 -7,36 / r lr 33 s'f✓� Use. 7 r GENERAL NOTES DESIGN: IN ACCORDANCE WITH FBC 2010 EDITION & ASCE 7-10 ' 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: Q -INTO BEDROCK— 6 FEET MIN. Ys•c W 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, #1 GRADE S.P. OR BETTER (BEAMS TO BE NON—DENSE SELECT STRUCTURAL) AND COMPLY WITH NSD 2005 SPECIFICATIONS. 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: 501bs/FT2 OF LIVE LOADS, 6.51bs/FT2 OF DEAD LOADS -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. n COASTAL SECTION i ," TAL St CTFIO RFFINAL A PROVA. �' ` ''bA JUN 0 5 2014 [DERM AME'AT£ DERM Coastal Resources section Natural Resources Regulation & Restorabc, � 2_36sd Dnrision (NRRRD) BISCAYNE BAY E C E I �` e E D EXISTING RIP—RAP TO REMAIN REMOVE EXISTING CAP AS REQUIRED TO INSTALL NEW SEAWALL CAP EXISTING SEAWALL TO REMAIN PROPERTY LINE 83.14' JUL 0 2 2014 DERM Coastal Resouroes Section Natural Resources Regulation & Restoration Division (NRRRD) �'-n" ??'-n" 73.03' 'N EXISTING CONDITIONS AND DEMOLITION PLAN \\,� 3/32" = 1'-0" EXISTING CONCRETE SEAWALL CAP TO BE REMOVED AS REQUIRED TO FORM AND POUR V-4" NEW CAP _ EL. +4'-10" NGVD T.O.EXIST.CONC.CAP EXIST. CONC. SEAWALL AND T—PILE TO REMAIN 01L EL. +1'-9" NGVD o I— MHW EXISTING RIP—RAP FOOTING TO REMAIN EL. —9" NGVD MLW EXISTING SEAWALL SECTION 1/4" = 1'-0" PROPOSED SEAWALL RAPAIR AND DOCK FOR: ••• ••• `"�_ GUY KURLANDSKI t: X 9301 NORTH BAYSHORE 15RIVE!0 F •' MIAMI SHORES, FLORIDA • • 4 CONSULTING ENb-1N'EER:• • . •• • J.N. SHEINGOLD P.E. .. 0 Eb 1-90&70 PE #21181 :.: :FAX: 395 Q63 4455 12420 SW 75 AVENUE • • MIAMI, FLORIDA 33156 • • • • • • • NE 99th st NE 99th St NE 99th St l i gra ? MR - NE 981h St NE 981h S N£ 98th St N£ 98th St c� v _ NE 97th St NE 131h Ave m Nr 97th St- _ NE96thSt ShoreiandBlvd �§E06iftSf E 98th St � �'`�� r��� .til i i North � N£ 95th st " NE 45th St NE 95th St Say park 95th St 1 c is m q NE940St_ y� 34th 8t5L o �a Archdiocese z NE 93rd St of Mtiami NE93rd St w a NE 92nd St NE 92nd St m N E 92gd St I m b a m � — a a T- y NE 91stTerrace m NE91zdSt NE 91 St St CYSJ NE 90th St .. _ NE 3m t �( aka wares. (J�) LOCATION MAP N.T.S. N VICINITY MAP N.T.S. os Nv (D U _ m C � C as C m$ a 20 2 C U w� io FE CO o of m d E. O OF�AD �N V/ U Udmn m'aw a W 2 Q Ys•c W C f) aCE N Z m u Y wv L 0 Cis G Y IL 00 w Z zjo ro a Q 0 0) N `n W W CO Cf) 00 Z a) N o v Cf) O Cr) Z W w t`n° Z azLU M J0Qs7 (9 Lf) Cr z O ,- Ww?�LLao O _C0__� CR :C*, z f<w U �r�n. A-1 1 OF 3 0 VIA cn LLJ �W z DE I� C C - c. fr W — (5) 12" CCA 1 DOCK PILES,CL s TYP. ;•y z 00 0 —N W 2"X8>, z FA IA AT 10 BOTH NDS Ur .�.J W M a � A Ld a 1 l \ LTJ � 12 81 LU LU N Z c LO MM z W 0 L4 Z azo C) U O W c3Cz z czc Q U it Z m d z �5 Z 4 N d Q LLJ � co w c C/)W BISCAYNE BAY 33'-0" (2) NEW 12" CCA MOORING PILES, TYP. ------------------------I w 1 30'-0" h NEW 4"X10" HANGER o W/ (2) J"n�"No HEADS ALI � I EACH PILEN n 11 18,64„ 10'-0" TYP. U _ 0 in �j - - --00 37'-6" 41'-0" 40'-0" JUN 0 5 2014 DERM Coastal Resources Section Natural Resources Regulation t£ Restoration Division (NRRRD) 6" 12.64' NEW 3"X12" BEAM W/ 2 1" HDG THROUGH BOLTS AT EACH PILE CONNECTION, TYP. -------------- -------------- ------40 - NEW 3"X8" JOISTS @ 15" O.C. W/ 1"X12" HDG 14 GA. STRAPS W/ 4 16d T&B, TYP. 12.14' r` � -Fx�l _ �� �� _ �� ---®®_ ®_ __ -- ® -- ®--- --------- C --®--- C AREA OF NEW 41 " CONCRETE EXISTING SEAWALL CAP RIP -RAP (10) NEW 12"X12" CONCRETE _ _ 9'_ 0 _0 BATTER PILES, TYP. FNA FINAL AP ROYAL RM ��a LINE OF EXISTING SEAWALL _ e BELOW TO REMAIN ME DAi N PROPOSED SEAWALL REPAIR AND DOCK PLAN 1/8 11 = 1'-0" 6'1 6' 3'-5" #5 DOWEL @18" O.C. SET IN .EPQXV,48" EMBEDMENT INTO •• • •/N SAEL) . . • • •#3 'S•flfi'RUP HOOP © 12" O.C. HOOPS SPACED @ 6" O.C. AT .. EACF# PALE. :6 •� �NtW:CONE RETE SEAWALL CAP . . . . .. -10�•� :"FT,! NEW CONC. CAP .�. .�j BARS. (4)T & (3)B CONTINUOUS, TYP. 0 ^� It_�17 #6 DOWELS SET IN EPDXY 1' 6" (12" EMBEDMENT INTO PILE) EXISTING SEAWALL AND T -PILE TO REMAIN EL. +1'-9" NGVD » MHW NEW (10) 12"X12" BATTER PILE 12 OILEL. -9" NGVD MLW EXISTING RIP -RAP FOOTING TO REMAIN SECTION AA 1/2" = 1'-0" 1'-0' \12"X12" BATTER PILE BWE %.# t I V 1'-0"i- TYP.6" �W z DE I� C C - O c fr W — (5) 12" CCA 1 DOCK PILES,CL s TYP. LL_ J ''v 0 —N W 2"X8>, z FA IA AT 10 BOTH NDS b A Ld a 1 l \ LTJ � 6'1 6' 3'-5" #5 DOWEL @18" O.C. SET IN .EPQXV,48" EMBEDMENT INTO •• • •/N SAEL) . . • • •#3 'S•flfi'RUP HOOP © 12" O.C. HOOPS SPACED @ 6" O.C. AT .. EACF# PALE. :6 •� �NtW:CONE RETE SEAWALL CAP . . . . .. -10�•� :"FT,! NEW CONC. CAP .�. .�j BARS. (4)T & (3)B CONTINUOUS, TYP. 0 ^� It_�17 #6 DOWELS SET IN EPDXY 1' 6" (12" EMBEDMENT INTO PILE) EXISTING SEAWALL AND T -PILE TO REMAIN EL. +1'-9" NGVD » MHW NEW (10) 12"X12" BATTER PILE 12 OILEL. -9" NGVD MLW EXISTING RIP -RAP FOOTING TO REMAIN SECTION AA 1/2" = 1'-0" 1'-0' \12"X12" BATTER PILE BWE %.# t I V 1'-0"i- TYP.6" 6" r6" 6" 6" 6" 41 DE - C C - O c C U F -a s a J ''v � � Qo o Jill_ ? 01no #3 STIRRUP HOOP, TYPICAL SEAWALL BELOW #5 BAR CONTINUOUS, TYPICAL SECTION BB (TYPICAL AT BATTER PILES) 1/2" = 1'-0" o� (DC) C C cd !C a $ O c C U F 00 s a J ''v � � Qo o t1 Z m ILWYZ.- 00 a E I° C.9 °M' g a 12 81 LU LU N Z c LO MM z W 0 L4 Z azo C) 0 LO CC Z~Or CO W�LL� _ N O �N�i�k U �r� A-2 20F3 8'-5" 3'-5" 5'-0" 2"X6" P.T. NAILERS W/ J" SS RED HEADS @ 30" O.C. J" SS RED HEADS @ 30" O.C. C COPPER CAP L 1"X2" PILE TRIM ) NEW AZEK COMPOSITE DECKING WITH (2) #10 SS SCREWS AT EACH CONNECTION NEW 3"X8" JOISTS @ 15" O.C., TYP. _ _ _ k EL. +5'-5" NGVD T.O. NEW DOCK O LMNEW 3"X12" PILING Bn' D (2) J" H.D.G. THROU—BOLTS 2 J"X8" HDG ---- LAD BOLTS ----- --------- EL. +1'-9" NGVD 4"X10" BLOCK W/ MHW (2) 8" SS RED 1"X12" 14 GA. GAL. STRAP HEADS INTO WITH 4 16D T&B, TYP. CONCRETE t -- -------------------- ------ OIL EL. —9" NGVD f EXISTING SEAWALL MLW AND T—PILE TO (5) NEW 12"0 CCA DOCK REMAIN PILES, TYP. EXISTING RIP—RAP FOOTING TO REMAIN SECTION CC 1/2" = 1'-0" (2) g" SS RED HEADS INTO CONCRETE, TYP. (2) a"X8" HDG LAG BOLTS @ BEAM CONECTIONS, TYP. NEW SEAWALL RE-CHIMEO.:0 *400000 • JUN 0 5 2014 DEgtv(C4actal ReSPiCtiOn : :•: worm- Natural:eou:;4 Regulf on I Postoragt% • • DMBion (NRRRD) • • 4"X10" P.T. BLOCK ' NEW 3"X12" PILING BEAM, TYP. SECTION DD 1/2" = 1'-0" •• • • • •• ••• •• • ••• • • • • •• • • .. .. ........ Jut. 0 2 20th CO?StHt DERM tJatural Resc`•I re� NEW AZEK COMPOSITE DECKING WITH (2) #10 SS SCREWS AT EACH CONNECTION rl DERM COASTAL SECTION FINAL AP OVAL. 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