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DOCK-11-1177Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166763 Permit Number: DOCK -6 -11 -1177 Scheduled Inspection Date: November 16, 2011 Inspector: Bruhn, Norman Owner: Job Address: 1310 NE 105 Street 8 Miami Shores, FL Project <NONE> Contractor: CONTOUR MARINE INC Permit Type: Dock Inspection Type: Final Work Classification: Repair Phone Number Parcel Number 1122320810080 Phone: (954)448 -1162 Building Department Comments TIMBER DOCK RECONSTRUCTION Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 161491. MUST PASS DERM FINAL.JR November 15, 2011 For Inspections please call: (305)762-4949 Page 38 of 43 1 nor Prepared by: Bibi Villazon Trident Environmental Consultants, Inc. 1850 SW 8th Street, Suite 207 Miami, Florida 33135 PERMIT NUMBER: STATE OF FLORIDA COUNTY OF MIAMI -DADE 111111111111 11111111111111111111111111111 1111 CFN 2011R0757109 .DR Bk 27889 Ps 1247; (1¢s) RECORDED .11/09/21311 14:47:39 • HARVEY RUVIN, CLERK OF COURT {MIAMI -DADE COUNTY, FLORIDA LAST PAGE NOTICE OF COMMENCEMENT DOCK -6-11 -1177 TAX FOUO NUMBER: # 1122320810080 The undersigned hereby gives notice that improvements will accordance with Chapter 713, Florida Statute, the following Commencement: Legal Description of Property and Street Address: 1310 NE 105th Street Miami Shores, Florida 3313$ Legal Description: Folio # 1122320810080 Description of Improvement: Owner(s) Name and Address: Shores Waterside Villas Condo Assoc, 1310 NE 105th Street Miami Shores, Fl 33138 Contractor's Name and Address: Contour Marine, Inc. 1040 Adams Street Hollywood, Florida 33019 be made to certain real property, and in information is provided . in this Notice of Dock Reconstruction STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERilFYMatti* Is a tree copy ofthe WITNESS my hand and t. Official Sea ® ,`" UiN of D.0 COWS Surety (Payment Bond required by Owner from Contractor, if any) Name and Address: Amount of Bond: Lender's Name and Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless different date is specifie . ): . Signature of Owner:. • Print Owner's Name: OTGQCr iSorc:� • Sworn to and subscribed before me this �Personally.Knows, or _ Produced Identification Oath Taken Oath-Not Taken day of Pal ,2011. Notary Signature: Print Notary Name: Commission Exp 11 A. A'AAA.t�.�.�n.M�iil�l��1.. ;?,I�h� �i F p�7A iVON 711 ell 10[12,1‘1_ 144011 BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Villagt Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 3: 2011 BI.. .......... Permit NoWd(-- 1-1M Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder)' coos Jevi t at VII CoH. a e p Wier 31, S 1 4.11 Owner's Address 1 31 O Nl E 1 b S 44% �-�- City Nl ta.w.t Sanar.. 4. State V- ► Zip 1 3 13 g Tenant/Lessee Name Phone # Job Address (where the work is being done) 131 b N E t p S41' s.4.4.4.101" City Miami Shores Village County Miami -Dade zip 331' X Is Building Historically Designated YES NO p 1 O n Contractor's Company Name C cvdoo d 14 cot .i v,.e. Phone # nl S4- 144 114 2— Contractor's Address 16 1,0 A ac.yut S. S A . 1 SD . 2 LO • t 1 KQ City \-Ncs1111.4004 State (( zip 33 b∎ 9 20 ( Ln14 Q 5 Qualifier <-e 1rj ��► o m a S k� 113 l Architect/Engineer's Name (if applicable) "koNg,a Y•-1. —t ,r o c y Phone # Ct 'r ct 434 S O 35 od $ Value of Work For this Permit 2.?. 1:=1° Square Footage Of Work: $4o Type of Work: ❑Addition ❑Alteration [New , Describe Work: 1. rv, in¢ r &: c k r ecev,.s v La. c4 fkd' ir/Replace ❑ Demolition Submittal Fee $ 5O Permit Fee $ 7.fdae' CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Structural Plan Review. $ 6j 0 i a ° Code Enforcement $ Total Fee Now Due $ '70-11 (Continued on opposite side) • • 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 under strand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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 ((the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged befo: day of Jvr , 2011 , by -, who i me or who has pr. As identification and wh NOTARY PUBLIC: Sign: Print NOTARY PUBLIC: Sign: Print y,b►a.w ra V My Commission Expires: My Commission Expires: *************** ***** ************************** .,'- ** * '<**** *QU** & dr# nlriair*drA *U+k*t*****k****4r4*ft, *** (Cerfifica ' Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: ‘1 Chc 10/14/03 Plans Examiner Engineer 7 -/i Zoning 11 -29 -2010 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: 11/29/2010 EXPIRATION DATE 11/28/2012 THOMAS JOSEPH 920191940 BUSINESS NAME AND ADDRESS: CONTOUR MARINE INC 1040 ADAM STREET HOLLYWOOD FL 33018 SCOPES OF BUSINESS OR TRADE 1- MARINE CONSTRUCTION 3- DOCKS 2- SEAWALL CONSTRUCTION IMPORTANT: Pursuant to Chapter 440 . 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440:05112), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shell revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF - ELECTION TO BE EXEMPT REVISED 09 -06 QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 11/29/2010 EXPIRATION DATE: 11/28/2012 PERSON: JOSEPH THOMAS FEIN: 920191940 BUSINESS NAME AND ADDRESS: CONTOUR MARINE INC 1040 ADAM STREET HOLLYWOOD, FL 33019 SCOPE OF BUSINESS OR TRADE 1- MARINE CONSTRUCTION 2- SEAWALL CONSTRUCTION 3- DOCKS IMPORTANT Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12). F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on Rthe notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuiince of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a ce- state. The department shall revoke a certificate at any time foir allure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 ACORD. CERTIFICATE OF LIABILITY INSURANCE °" (" ""' ov12/(111 OF INFORMATION EXTEND POLICIES BELOW. PRODUegli Phone# 727-3W-0092 Coast a Insurance LLG y Ave St P Beach, 337 THIS CERTIFICATE IS ISSUED AS A MATTER ONLY AND UPON HOLDER. THIS DOES O AMEND ALTER THE COVERAGE AFFORDED BY THE INSURERS AFFORDING COVERAGE NAIC 0 MIMED Cc tour Marine, Inc. 1040 Adams Street Hollywood, t FL 33019 IrA:RLI Insurance Company IN UM61: INSURER C INSU;ERD: AEI THE POLICIES OF INSURANCE USTE) BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM • ` CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, a a AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. GATE F . ° SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. efiSj TYeN+rmaur� PNPIJCYERR e" �in� "6iY t A GENERALLtAMM 7 COMMA. GENERAL LIABILITY CIA MSAMDE 1 ^_l OCCUR GEOPL AGGIEGME LIMIT APPLIES PER AUTOMDf .lU*IDU[Y ANY AUTO ALLDAUTOS settext2DAUTOS PIPED/WM NON.CAPIED AUTOS XLP0200030 01/11/11 01/1./12 EACH CCOURRENCE $ 1,000,000 DAMAGENTED ► $ 0.000 aEDEXP (Any autumn) $ 5,000 PE IAL.BADVINJURY a 1,000,000 GENERAL AGGREGATE PRODUCTS - =MOP A G $ 2,000,000 1.000.000 CARD SINGLE MIT IT Me spray INJURY (Pomona) $ BODILY INJURY (a►) $ PROPERTYDAMAG (Poett> idoRj $ GARAGE URBIIJIY MWAUTO AUTO ONLY - EAACCIDENT EA ACC $ AUTOON Y: At3G EXCESSMPIRELLA UPPITY OCCUR ❑ PARS MOE DEDUCIIBLEL RBrn ON $ EACH OCCURRENCE AGGREGATE $ $ $ $ IORRE RS CMPEIGIATICS AND ENFi.CYERB' LIAMLITY PAY OFRCERNEMEREXCLUDED9 I ACM I !TRH- al..srmilACCMENT S. ILL DISEASE -EA etimoyea S b'PFt:IAt NBDefw�r ECI_ OISEA$E • POI.ICYLIkRT s, ....a. �. OTIER ozassormst cry r m o r ILCCAT IVE NCLE8/ EXCLUSIONS ADDED ISi UW PR 1S vERTiFICATE HOLDER CANCELLATION City of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 -795 -2204 BNERAD ART OF THE ABOVE DESCRIEED POUEWS BECANCELLED MORE THE EXPIRATION DATE THEREOF. 1 8 ISSUIN8 ENSURER WILL E6IDBAVOR TO MAIL 10 DAYS WRITTEN ROHM TO THE CER1WICATU HOLDER NAMED TO THE LEFT. BUT FAILURE TO IRf 80 8NAU, IPPOSE NO OBLATION OR LM8aI1Y OF ANY REND UPON TIP 1198URER, R8 AGENTS OR FGPRESIPTATWES._ AUTHORS= REPRESENTATIVE OACORD CORPORATION 1988 ACORD 25 (2001/08) CERTIFICATE OF LIABILITY INSURANCE 1/1 /2011 producer; Lion Insurance Company 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938 -8662 This Certificate Is Issued as a matter of i t only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend or attar the coverage afforded by the policies below. Iris Affording Coverage P1AIC # Doers* South East Personnel Leasing, Inc. 2739 U.S. Highway 19 N. Holiday, FL 34691 !mutes lion rnsx snot Come • 11075 awe: Insurer C Insurer o: Insurer E Coverages Th. glades al ire aalsd teiarhive been issued to the insured named abcree for to poor period Ivy any rya, term or COMMA of any contract oother document vdth respect to vddrd is cv8isete may be issued or may pertain, the insurance Corded by the ankles described herein is select to as the teem, exclusions. end conditions of sdr :oracles. Aggregate liar show may has been reduced by paid dolma LTTRR' MAD Type of Insurance Policy Number (MM/DD/YY) � (MMI![3D/YY) Limits , GENERAL LIABILITY tCiommercIal General Liabfity Claims Made 13 Occur Each gtocurreese 8 Damage or e)ratkxd premises mad t 1 Personal Adv Injury $ General aggregate 3 � ■ limit applies per. Project El LOC General Aggregate $ Pmae • Cornell))) App AUTOMOBILE LIABILITY I My Auto Ao Owed Autaa adm0rgd Acraos EO�Autos Non-0wedArloo Cow Single Limit (ERRoci ant) 8 �bny Ems, Parson) . 8 No* irdetY (Per Redden° s Property Damage (Per A Accident) s EXCESS/UMBRELLA Ooor RDeductible LIABILITY Claims Made Each Oonarence Agg A Workers Compensation and Employers' Liability Any prop tpartnede>c ra otiitethn excluded? If Yes. describe under spelled provisions bylaw. WC 71949 01/012011 01/01/2012 x 1 INC S 1 10 1 E.L Each Atxddent 81.000.000 E.L Disease - Ea Employee 81.000,000 B.L. Disease- Policy LInats nook= auh lion Insurance Company is A.M. Best Company rated A- (Excellent). AMS # 12616 Descriptions of OperatlonslLocatlonsNehicle &Exclusions added by Endorsement/Special Provisions: Client ID: 80-65-513 Coverage only applies to active employee(s) of South East Personnei Leasing, Inc. that are leased to the following °Client company°: contour Marine Incorporated Coverage only applies to lnjurtes incurred by South East Personnel Leasing, Inc. active emptoyee(s) , amide worldng M Florida. Coverage does not apply to statubory employes) or independent contractor(s) of the Client Company or any other Div. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to ( 727) 937-2138 or by calling (727) 938 -5561 Project Names . FAX: 954-920-4762 & MAIL HOLDER / ISSUE 01 -11 -11 (TD) Benin Deer 61012010 CBRTIFIDATR HOLDER CANC3LLAmN CITY OF MIAMI SHORES 10060 NB 2N0 AVENUE MIAMI SHORES FL 33138 Staudt any of the above desk prides be cancelled before 0e expiration date thereof, ate Issuing insurer win endeavor to mail 30 days written notice to the cartilloste holder tamed to the eret but figure to do so stall largos no obligation or liability of any kind upon the insurer, its agents or Asa. Ae<10 • • Miami Shores Village 10050 Northeast Second Avenue Miami Shores, Florida 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 www.miamishoresvillage.csmi AFFIDAVIT STATE OF FLORIDA COUNTY OF DADE The undersigned Affiant, C c-n gi C ` , does here by attest that the attached survey, performed by —1 Im-C rr e S a t sc e h E V t- ,c.a,l -e rW-4 'SS performed on L.1211 q 1 , is an accurate representation of the existing conditions and locations of all Structures on the property as of this date. The purpose of the Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey Tess than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which may now exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may effect final inspections as applicable to this or other permits. Further, Affiant sayeth naught. witness (sign and print) SWORN TO AND ®SUBSCRIBED before me this Affiant is t. / personally known to me, Witness (sign and print) 01441 day of JLw.,Qtt produced as identification. PUBLIC-STATE OF FLORIDA r '•., Jeanette Ruiz x = Commission #DD848452 ° Expires: JAN. 22, 2013 BONA) THRII ATLANTIC BONDING MC. Shores Waterside Villas Condominium Association, Inc. 1310 N.E. 105th Street, Miami Shores, FL 33138 Date: June 21, 2011 Miami Shores Village 10050 NE 2nd Avenue Miami Shores, Florida 33138 Attn: Building Official The Shores Waterside Villas Condominium Association, Inc. has approved the reconstruction of the existing marina, i.e. the removal of the existing timber dock, and construction of a new 3' wide by 180' long timber dock at the site. Sincerely, oft Valentin T. Escribano LCAM Property Manager c/o Shores Waterside Villas Condominium Association, Inc. «Ie 11 VDN'J Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: l— Vn"I 1 V U1 DATE. )VbYtvl e C& Le I ct v7 o \ Contractor o Owner o Architect Pic Address: cce4 AAth\ slniekvoc Pven %2,0 ,��o Ne From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: kU { L 1 el'° t 1 PERMIT CLERK INITIAL: N.E. 105% SWEET LFT STATION t C.E .) 2' -6 CORJwrYARD t L.C.E.) SIDEWALK C C.E.) TARO 8 S©EY C L.C.E ) PLOT PLAN M Aim@ 0C.CXC'EA 98' -O' FARMS AREA DORNEWAY t C .E. ) t.C. SIDEWALK C C.E.: keTERS 178' -O MEWS FN.FL. 8.93' N. TOP 0 27' -O" FN. FL. TARO E SYARD t L.C.E.) :i��f'I; i, �' .�'il ,f�ii �:.Il.f�` "I f�•Illl , u p�I f'fi';l 1',10 fl >�il,l ;'.fc '.1:1!11, 0 ' 11 Ira r-3O' AIL DNENSIONS AND 1-E GNTS ARE APPROXIMATE AND MAY VARY FROM ACTUAL FELD MEASUREMENTS 2OCr —Or WOOL) DOCK t C . ) WATER WAY PREPARED BY' ALBE?TO PUG.. ARCI -II TECT .0 As I revised 9/22/94 LEGB C . E .) COMMON ELEMENT L.C.E.) UMrrED COMMON ELEMENT P4 X at SNORES WATERSIDE VILLAS A CONDOMiNJUM 6-21-91 N.E. J O5th STREET LET STATION (C . E . ) 111140111111111111111111111 • .s UaI�__ ■ ■wI1RU 1.. mow MIN 2' -6 COUVYAIR© t L.C.E.) SIDEWALK t C.E.) H H w YARD E SI]EY t L.C.E ) PLOT PLAN rV- ti M P6 DRIVEWAY t C.E.) COLPTYARD t t 79'-cr Emma FICA,. 9.93' N. 1 I' -o• TOP t 27' -a F14. FL . YARD a SOEYARD ( L.C.E.) C.E.) L.C.E.) d.C.E.) CI. .C.E.) CL C . E . ) L.C.E.) r. .. , ,.I , I l I „ .t ... It ! .�. l �i ,:. II, 1- 1t .` ; • t , ( , Co i ,. 'i dl if7 I t •� h;;;1,1,!, ii. i 15 !ii 6. ! I,,. E ” - 30' ALL DONS AND L- EiGE-FTS ARE APPROXIMATE AND MAY VARY FROM ACTUAL FLED MIEASUREMENTS 200' -Or WOOD DOCk t C.E.) WATER WAY PREPARED BY' ALBERTO PUG. • ARC -JI TECT Asirevised 9/22/94 LEGEND ( C . E .) COMMON ELENE34T ( L.C.E.) UMRa? COMMON ELEMENT SNORES WATERSIDE VILLAS A CONDOMINIUM 6- -21 -91 MIAMI SHORES VILLAGE 10050 NE 2ND AVENUE MIAMI SHORES, FLORIDA 33138 NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I, have been retained by Trident Environmental Consultants, Inc. to perform Special Inspector services under the Florida Building Code at the Shores Waterside Villas Condo Association, Inc., 1292 -1314 NE 105th Street, Miami Shores, Fl on the below listed structures as of June 27, 2011. I am a professional engineer licensed in the State of Florida. Process Number: NOTE: Only the marked boxes apply. • Special Inspector for Pilings, FBC 1822.1.20 o Special Inspector for Soil Compaction, FBC 1820.3.1 o Special Inspector for Precast Attachments, FBC 1927.12.2 (By P.E. or R.A.) o Special Inspector for Reinforced Masonry, FBC 2122.4 o Special Inspector for Steel Bolted & Welded Connections, FBC 2218.2 (By P.E. or R.A.) o Special Inspector for Trusses over 35 feet long or 6 feet high, FBC 2319.17.2.4.2 (By P.E. or R.A.) o Special Inspector for The following individuals employed by this firm or me are authorized representatives to perform inspections* 1. 2. 3. * NOTE: Engin I will perform! sections 1927.12.2, 2218.2, 2319.17.4.2 requires either a Registered Professional itect to perform the actual inspections. Ilage Building Department of any changes regarding authorized personnel I unders d t1 • - ° ". I Inspection Log for each building must be displayed in a convenient location on the site for r ce .y Miami Shores Village Building Department Inspector. All mandatory inspections, as required of the Florida Building Code, Inspection performed by the Special Inspector hired by the Owner, are in addition to the mandatory inspections performed by the Building Department. Further, upon completion of the 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 sealed statement that to the best of my knowledge, belief and professional judgment those portions outlined above meet the intent of the Florida Building Code and are in subsequent accordance with the approved plans. Signed and Sealed PE #11363 License,Number Date: 6/27/2011 Architect / Engineer Signature: Architect / Engineer Name: Robert N. Tracy, PE Address: 4660 SW 128th ' nue, Davie, FL 33330 Phone Number: 954 -43 __s �. A, -ice • -434 -1675 Fax ..'r Owner / Agent Signature: 41.11)17 Owner Agent Name: Bib'- ',i /Iris t: nt Environmental Building Department Accepted by STRUCTURAL REPORT Shores Waterside Villas Condo Assoc 1292-1314 NE 105th Street Miami Shores, Florida New 3' Wide by 180' Long Timber Dock Tracy Consultants, Inc. Robert N. Tracy, PE # 11363 4660 SW 128th Avenue Southwest Ranches, FL 33330 -2302 Phone 954 - 434 -5035 Fax 954- 434 -1675 Environmental Consultant: —�� an v roninenta/ ccnsu tants, inc. 001,1001 I 1180/g'1 0 o ® 111 - �a ki p .. STATE OF • :cc ...z: '. .. * S4/ � m ® °o S•..OR•tQ�; •��'a e`4SB0/A L. it 00 sang Trident Environmental Consultants, Inc. 1 2845 N.W. 35th Street. Miami, Florida 33142 1 0: 305.638.0266 F: 305.638.0293 1 www.tridentenv.com Shores Waterside Villas Condo Asso Project Scope: 1292 -1314 NE 105th Street Miami Shores, Florida New 3' Wide by 180' Long Timber Dock Data: Dead Load 1Q PSF header Length 5. LF Live Load LC/ PSF Stringer Length 10.5 LF Tributary Length to header 10.5 LF Design of Wood hanger Connection (at Seawall Cap): R= P= (DL + LL) (hU2) * SL/2) (DL + LL) * .(TL *L) 2 *2 918.750 PLF 1,838 Lbs. Z(perp to gran) for Southern Pine (No. 2); 3/4" Diameter; Side Member = 5 1/2" = 1,680 lbs. x 2 bolts x (0.7 Adjustment Coefficient) for Main Member Zperp = 2,352 > 1,838 Lbs. Shear = V OK 1.5 *P 2.5 *9.25 1 19.2 < 175 psi max. allowable OK • All calculations are based on Southern Pine Design Values based on Normal Load Duration and Wet Service (MC> 19 %). All structural lumber PT Southern Pine, No. 2 grade or better. ** Capacity of steel bolts in concrete or in timber with force parallel to the grain does not govern the design. See above calculation for governing design. Shores Waterside Villas Condo Asso Project Scope: 1 292 -13 14 NE 105th Street Miami Shores, Florida New 3' Wide by 180' Long Timber Dock Data: Section: 5' Wide Timber Dock Dead Load JQ PSF header Length 5 LF Live Load GQ PSF Stringer Length JQ LF Tributary Length to header _La LF Design of Headers L = 3 LF q = (DL +LL) * TU2 M= Sx = 1 (q * L2) 8 (M* 12) (0.9 * 1050) 525.000 PLF 5.906E +02 Lb -ft 7.500 1n3 required Use 2° x 10° (5,, = 21 .3906) Design of Stringers L = 15 LF q = (DL +LL) * I G/1 2 M= Sx (q * L2) 8 (M* 1 2) (0.9 * 1050) 93.333 PLF 2.625E +03 Lb -ft 33.333 in3 required Use 3" x 10" (5X = 35.6510) Design Connection of Header to Piles * Hanger P = (DL + LL) *(TL *U 2 *2 Zpefp for Southern Pine (No. 2); 7/8" Diameter; Side Member = 1 1/2" = 720 lbs. x 2 bolts x .7 for Main Member 787.5 Lbs. Zperp = > 788 Lbs. OK Shear = I .5 * P 51.08 < 175 psi max. allowable 2.5 * 9.25 OK 11 * All calculations are based on Southern Pine Design Values based on Normal Load Duration and Wet Service (MC> 19 %). All structural lumber FT Southern Pine, No. 2 grade or better. Shores Waterside Villas Condo Asso Project Scope: 1 292 -13 14 NE 1 05th Street Miami Shores, Florida New 3' Wide by 180' Long Timber Dock . 1I -._ it u - •< . is • -ua.- et ..•1 - Assuming 1/2 of load supported on each pile. headers Stringers Substructure 2x 10 2x 10 Dimensions = in. in. Decking Length Decking 2" x 6" a Dimensions = in. ft. Substructure = 0.12 kips Length ft. Span 10.5 ft. Decking = 0.33 kips Pile Load Reciuired = Substructure * Decking Span 10.5 41 Ibs /cf ft. PT Deck 41 Ibs /cf 0.45 0.22 kips max per pile tons max per pile 1 5 max tons per FBC 2007 OK Pile Driving Formula, Per FBC 1 806 and FBC 1822.2 For Drop hammer, 3,000 lb. minimum with 6' drop, per FBC 1822.1 . 18 P= W= h= S= 55 = 30,000 3,000 3 1.5 7.5 lbs. allowable total load lbs, weight of striking hammer ft., in height of fall of striking part of hammer in., average penetration per blow of the last 5 blows in., total penetration of five final blows Minimum number of blows over the last 3 inches of penetration n= 3/5 2.000 blows, use 2 blows minimum for last 3" for pile log acceptance. Drop hammer Formula P= 2xWxh 5 -I ,I, •, • .- -!A. • 36,000 lbs. allowable 18 tons allowable i 11 r • �: e EXISTING SITE PLAN: S NTS. RECEIVE° OCT 06 2011 DERM Coastal Resources Q "'ion Natural Resources Regulation & DiVISon (Nl r �i iaa 1"00 SWING WOW BGlS COM 70 Bt REMOVED. COMO SALVAWEABLE TUBER DOCK 9UPPOR/ PILES To ToBB 1N. IN oaxRCCON91WxTON. GENERAL NOTES GENERAL ALL ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1 929. ALL DIMENSIONS ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD. IT 15 THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF ENGINEER BEFORE PROCEEDING WITH WORK. IT 15 THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH LOCAL, STATE AND FEDERAL ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISIONS OF THESE PERMITS. APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE, 2007 EDITION. PILES SHALL BE CUT OFF AT ELEVATIONS SHOWN ON THE PLANS * SECTIONS. WOOD PILING I . ALL WOOD PILES TO BE 12" DIAMETER SOUTH AMERICAN GREENHEART PILES; OR 12" DIAMETER 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 (L) AND AWFA -MP-4. 2.ALL WOOD PI1 FS SHALL BE DRIVEN TO A MINIMUM PENETRATION OF 12' INTO FIRM MATERIAL BELOW SILT LAYER. 3.PILES SHALL BE CUT OFF AT ELEVATIONS AS SHOWN ON PLANS AND SECTIONS. WOOD I . PRIMARY WOOD FRAMING MEMBERS SHALL BE NO. 2 PRESSURE TREATED SOUTHERN PINE OR BETTER. (FB= 1 050 P51 MINIMUM). 2.ALL DECKING / GRATING SHALL BE IPE GRATING ATTACHED AT EACH CONER AND CENTER STRINGER AS PER PLAN. (F13=2000 P51 MINIMUM). HARDWARE 1 . ALL BOLTS SHALL BE TYPE 3 1 G STAINLESS STEEL. 2.A L MISCELLANEOUS STEEL COMPONENTS, BOLTS AND HARDWARE SHALL BE TYPE 31 G STAINLESS STEEL UNLESS OTHERWISE SPECIFIED. MISCELLANEOUS I . FASTENERS EMBEDDED INTO CONCRETE STRUCTURES SHALL BE ANCHORED WITH TWO -PART EPDXY ADHESIVE CRAWL" CHEM -FAST CARTRIDGE SYSTEM OR EQUAL). ANCHOR HOLES SHALL BE DRILLED TO 1,5" GREATER THAN THE SPECIFIED FASTENER SIZE. HOLES SHALL BE DRILLED TO MINIMUM DEPTH SHOWN ON PLANS * SHALL BE THOROUGHLY CLEANED OUT AND DRY PRIOR TO INJECTION OF EPDXY. LOADS LL =_ GO PSF DL = I O PSF TURBIDITY BARRIER I . APPROVED TURBIDITY BARTERS SHALL REMAIN IN PLACE DURING ALL PHASES OF IN -WATER WORK. PLAN SCALES I . FLAN SCALES ARE ONLY ACCURATE ON I I " X 17" PRINTED PAPER "LANDSCAPE" ORIENTATION. DERM COA TA SEC PRE PP �• NAME DATE H!���wmm ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . .......... �.B.B�iR lei.Gnnnm.m_�� npnln!(nl!!!Ill 1 1 llal L.,. L. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII! IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIWIIIIILIIIIIIIIIII ST ME AND =NW RULES AND REGULATIOte BORING CONCRETE SEAWALL SEAWALL LL CAP TO MANN. IIIIII111111111111111111111111111111111111IIII or DERM COASTAL SECTION FI t:_ h PPI(OVAL ; 1/441 N /r NAME DATE RECEIVED JUN 2 8 2011 DERM Coastal Resources Section Natural Resources Regulation & Restoration Division (NRRRD) Doe ®ee 4 pBERr'14?' 4,,1i1°? ® o :', /11'i% 1. : /'•$. #104:11. s/E N G�' ®too Tracy Consultants, Inc. Robert N. Tracy, PE # 11363 4660 SW 128th Avenue Southwest Ranches, FL 33330 N lL� mm mR N C0 IL lrlE co 0 m i 06 m o zz 0 ln at) 0 z O� date *Sued drawn checked project no revisions: PROPOSED SITE PLAN: SCALE: NTS 101 -0" 12" 0 TIMBER DOCK SLIP I 35' X 1 2' SUPPORT PILE. (TYP.) W/ 1 2' MIN ?ENE- RATION INTO FIRM MATERIAL. (I 5 TON BEARING CAPACITY). 9LES TO BE CUT OFF + G' ABOVE DECK (13 TOTAL) SLIP 2 35' X 12' ri nn 200-0" SLIP 3 35' X 12' 1 80'-0" • 4. RECEIVED OCT 0 6 2011 DERM Coastal Resources Section Natural Resources Regulation & Restora`ior Division ( NRRRD) P.T. 2 "xG" NO. I DENSE DECKING FASTENED TO STRINGERS W/ # I Ox 32" 55 DECK SCREWS @ E.A. SUPPORT. Z SLIP 4 35'X 12' -' 0 P.T. 2 "x6" NO. I DENSE DECKING FASTENED TO STRINGERS W/ # I Ox 3•" 55 DECK SCREWS @ E.A. SUPPORT. EXISTING CONCRETE SEAWALL / SEAWALL CAP TO REMAIN. SECTION A (5-2): SCALE: 4' = 1 ' P.T. 35‘10. STRINGERS ® ? I6.O.C. MAW FASTENED CI TO HEADERS W4 14' GALV. RR. STRAPS NSP RT I G UPLIFT CAP. 9031, 07-0806.10 Err May 201240/ 8-I Gd GALV. LS EA END (02 3'-O° MGPITTIME REPIECrO25 ALL WATERWARD DOCK SUPPORT PILES. 1? e TIMBER DOCK suPPORT PRE. (rm.) W7 12' MIN PENETRATION INTO IIRM MATERIAL (18 TON BEARING CAPACITY). PILES TO BE CUT OFR + 6 ABOVE DECK (13 TOTAL) P.T. 220 NO. I DENSE DECKING FASTENED TO STRINGERS .711m 3}` SS DECK SCREWS ® EA. SUPPOTR. 101 -0" E10.9TING CONCRETE SEAWALL AND CAP TO REMAIN. • P.T. 25110 HEADERS AS PIAN P.T. 6511 r x 2G' LONG HANGER TP. U.O.N. FASTENED TO SEAWALL W/ (2) 3I4• S.B. WEDGE ANC11023 BOLTS BY INTO SEA WALL. 1?. U.O.N. P.T. '2"X' #0" HEADERS AS PLAN P.T. 3 "x 10" STRINGERS @ I G" o.c. (MAX.) FASTENED TO HEADERS W/ 141" GALV. HURR. STRAPS (USE RT I G STRAP, UPLIFT CAP. 905 #, NOA: 0 I -09 1 2.05) w/ 5- I Gd GALV. NAILS EA. END (TYP) P.T. G "x 1 2" X 2G" LONG HANGER TYP. U.O.N. FASTENED TO SEAWALL CAP W/ (2) I " 5.5. WEDGE ANCHORS BOLTS BY SIMPSON INTO SEA WALL CAP. TYP. U.O.N. BERM -4,47 M.LW. D _._c „ COASTAL SECTIOR� AP s` OVAL NA Ali DATE__ 2- 719 0 HOT DOTED GALVANIC THRU•801.T3 W WASHERS. (TYP. FOR AU. MENDER A1TACMBNO. M.H.W. EL +I' - r N.G.V.D. M.LW. EL O -r N.G.V.D. n z O� ln I(1 F rauj oin O Vzu 3`?0 0 N (I) N 2 TIMBER DOCK RECONSTRUCTION Tracy Consultants, Inc. RECEIVED Robert N. Tracy, PE # 11363 JUN 2 2011 4660 SW 128th Avenue Southwest Ranches, FL 33330 ® moral RPS4)1I s Section Natural Resources Regulation 1 es o Division (NRRRD)