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BPP-13-590 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-204362 Permit Number: BPP-3-13-590 Inspection Date: December 12, 2013 Permit Type: Pools/ Whirlpools/Hot Tubs Inspector: Rodriguez,Jorge Inspection Type: Final Building Owner: ROBINET, PATRICE Work Classification: New Job Address: 1055 NE 96 Street Miami Shores, FL Phone Number Parcel Number 1132060143710 Project: <NONE> Contractor: ELITE WATERWORKS INC Phone: (786)326-6730 Building Department Comments INSTALLATION OF NEW SWIMMING POOL Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed ` Failed El Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 December 12,2013 Page 1 of 1 • Miami Shores Village Building Department MAR 2 2013 16050 N.E.2nd Avenue,Miami Shores,Florida 33138 B Yo c=---vas=.-ammo---,== Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 110 BUILDING Permit No. ` ✓ �c� PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: E s6Tk �1 City: eMiami Shores County: Miami Dade Zip: Folio/Parcel#: l 1-?L�Qb—(>4`?i::I ko Is the Building Historically Designated:Yes NO Zone; OWNER:Name(Fee Simple Titleholder): In A& Phone#: Address: p City: n S State: MahbA Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: A-P- (A.. r(,0Q- 1 b Phone#: •r Address: City: LAtaffi State Zip: . Qualifier Name: Phone#: State Certification or R 'siration#: Certificate of Competency#: 0� � t l�l Contact Phone#: Email Address: mYY, DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 1000 Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration ONew ORepair/Replace QDemolition Description of Work: ) Color thru tile: Submittal Fee$ Permit Fee$ CCF$ '�a CO/CC$ Scanning Fee$ Radon Fee$ r PR$ J ) nd$ Inn —Z No '$ Training/Education Fee Technology Fee$ Double Fee$ Structural Review$ on TOTAL FEE NOW DUE$ a a 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 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 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 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 SignatureL Signature ent ntractor The fore oing instrument was acknowledged before me this The foregoing instrument was acknowledged bef re me,this, � day of ,20 E),by day of C ,20]L )by who is personally known tome or who has produced who is personally,known tome or who has produced -- As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires UMBEL DD�IN�U� My Commissio :ag" # UMBEL DOUINOUE✓: MY C0M #EE1=1e •y MY COMMISSION O R 1W. EXPM8 Apt 2I,2018 � 1****Axgmm APPROVED BY Plans Examiner 1-3 Zoning Zq illl-Ai/17 Structural Review Clerk (Revised 3/1=012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) I I III ffllf 11111 Iffll Iffll Ifllf fllfl llfl Iffl , OR 8k 38627 PS 4W; (IRS) RECORDED 05/14/2013 10239,33 NOTICE OF COMMENCEMENT MIAMI-DADEgCOUNTYv FLORIDDAART A RECORDED COPY MW BE POSTED ON THE JOB SITE AT TiME OF RRST 96PECTION LAST PAGE PERMIT NoBWI"y w FOLIO NO STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real properly,and In a=rdanoe with Chapter 713,Florida Statutes,the following infommtion is provided In this Notice of CommelcemerYL nn Space abave for use of.ecd office 1.Leg descripti of property and street/address:Uce S+r7� �ca-� �OS AlE g�71 �S 2.Description of improvement: 3.Owner(s)name and address: v Interest in property: Name and address of fee simple titleholder. 4.CorMoe.s nam ,address phone umber 5.Surety:(Payment bond required by owner from contractor,If arty) Name,address and phone number Amount of bond 9 6.Lender's name and address: 7.Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes, Name,address and phone number: 8.In addition to himself,Owners designates the following person(s)to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Name,address and phone number 9.Expiration date of this Notice of Commencemerti (the exphation date is 7 year from the date of recording unim a dHrerent date Is app WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER IMPROPER PAYMENTS UNDER CHAPTER 713,FART I,SECTION 771133 3 OIIDAnSTAOTUTE$,AND CAN RESULCOMMENCEMENT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatures)of Owners) r Owner(s)'Authorized Offloer/Dlrector/Partner/Manager prepared By Prepared By Print Name Print Name Titie/Offlce TiUe✓Offloe STATE OF FLORIDA COUNTY OF MIAMI-DADE Z)/, The foregoing instrument was acknowledged before me this 11_day of (� By tC ❑Individually,or❑as for $ ❑Personally known,or❑produced the following type of identification: ' r Signature of Notary Public: c } ® tt. Print Name* :y . (SEAL) fK{ d~ VERIFICATION PURSUANT TO SECTION fat F2fa<FI.ORIDA STATUTES '4 S`�.' Under penalties of perjury,I declare that I have read the foregoing and that the facts stated in it are true,to the best of my knowledge and belief. r ,. Signature(s)of Owner(s)or Owner(s)'s Authorized Offloer/Director/Par nw/Manager who signed above: BY BY fmc�aso+sarac+as o .. ��9y�uu1�8�1 0 of Y" r A.D.20_..!_.. no, rand ox"Saw.j w •�- �1_II fl Q� _ ._ OC. O CERTIFICATE OF LIABILITY ATE(MM/DD/YYYY) ILITY INSURAN E 03/25/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT E: Florida Bankers Insurance PHONE (305)225-1243 FAX (AIC.No): (305)225-5053 817 SW 122 Ave. -MAJL jorgeluis @floddabankersinsurance.com ADOSESSO Miami,FL 33184 INSURER AFFORDING COVERAGE NAIC a Phone (305)225-1243 Fax 305)225-5053 INSURER A: Bass Underwriters INSURED INSURER B: Elite Waterworks Inc INSURER C 839 SW 154 Ct INSURER D: Miami,FL 33194 (786)326-6730 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 REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADD UBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS GENERAL IJABILITY EACH OCCURRENCE $ 1,000,000.00 0 COMMERCIAL GENERAL UABILrIY DAMAGE TO RENTED 1 OOO PREMISES Ea occurrence $ A ❑ ❑ CLAIMS-MADE © OCCUR LBA119911 MED EXP(Anyone person) $ 5,000.00 © 1 000 05/18/2012 05/18/2013 PERSONAL&ADV INJURY $ 1,000,000.00 © 10oo GENERAL AGGREGATE $ 1,000,000.00 GEN'L AGGREGATE UM IT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000.00 ❑ POUCY ❑ PRO- ❑ LOC $SECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT accident ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ AUTOWNED ❑ AUTOULED BODILY INJURY(Per accident) $ NON-OWNED PROPER�Tyy AMAGE ❑ HIRED AUTOS ❑ AUTOS eracc1; $ ❑ ❑ $ ❑ UMBRELLA Luke ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION $ WORKERS COMPENSATION ❑WC STATU- 1:1 OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED? N/A (Mandatory in NN) ❑ E.L.DISEASE-EA EMPLOYE $ M yes describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarirs Schedule,H more space Is required) ****POOLS CONSTRUCTION AND REPAIR BELOW GROUND** ****Miami Shores Village as listed as additional insured�*** CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village,FL 33138 AUTHORUED REPRESENTATIVE ^ ©198 8-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)OF The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA . DEPARTMENT OF BUSINESS AND P140FESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 •� � TALLAHASSSEEEMONR08 STRFLT32399-0783 MEDIA, MARCELO ELITE WATERWORKS & FLOORING 13701 IAMI SW 31ST ST MIAMI 33175 sTaTt o��.owoii A U49 Congratulations! With this license you become one of the nearly one million DEPARTNEENT 011t' HCL<SINESS" -AND Floridians licensed by the Department of Business and Professional Regulation. PROF7dSPTONAL._RRQIILATION Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque restaurants,and they keep Florida's economy strong. RP252555092 _6S/28-/1T!'-__j-0824372_9 Every day we work to improve the way we do business in order to serve you better. For information about our services,please log onto www.myfloridalloonse.com. REG COXIMRICAL POOL/SPA'.Comm There you can find more information about our divisions and the regulations that MSJIA, 11+lARCSLO impact you,subscribe to department newsletters and learn more about the ELITE WATERWORKS .& FLOORING Departments initiatives. .(INDIVIDUAL MUST igST ALI. LOCAL LICENSING REQUIREBMTS-PRIOR Our mission at the Department is:Ucense Efficiently,Regulate Fairly.We TO CONTRACTING IN ANY AREA) constantly strive to serve you better so that you can serve your customers. Ems ©IST$aEn - -og q89 Thank you for doing business in Florida,and congratulations on your new licensel RM RE a8Ta 8VQ 31, 203 3 Li].D528 ch.4 DETACH HERE STATE OF FLORIDA - DEPARTMENT OF BUSINESS AND PROFESSIONAL� REGIILATIO1tT T' CONSTRUCTION INDUSTRY LICENSING BOARD SE(#1105 Oi i37 .• LICENSE NBR 05 28/2011 108243729 RP252555092 Tie COMMERCIAL POOL/SPAN CONTRACTOR = timed below HAS REGISTER$D 'Wider `the provisions of Chapter 489 FS. E> piratioa dater AUG 31, 2013 (=IVIDUAL MUST MEET ALL LOCAL LICENSING " REQUIREMENTS PRIOR TO CONTRACTING IN ANY AREA) MEDIA, MARCELO ELITE -WATERWORKS & FLOORING 13701 SW 31ST ST _ MIAMI - FL 33175 - RICK SCOTT` LEN TAWS(5N GOVERNOR DISPLAY AS REQUIRED BY LAW 3SCR8'1'ARY MIAMI-01ADE( tUI!f11( 2012 LI AR BIJla1l SS TAX RECI PT 2015 '' FIRST-CLASS TA)C CO CTOIt -OA1 C�3t#1 11f A t 0 S A4#�IRA "POSTAGE ! 149 W.F4.AGI,�R ST. lEIBS sl ( ,2t1I3 " �'; . PAID FL st FLOOR MILT B AYE$AT fsi ►CE OF BUS NAM,FL 33i�r RANT YO fiOtJNIY CObE CkIAP fEli 0A � S Ik 10 p` PERM NO.=I THIS IS NOT A BILL—DO NOT PAY 579958-1 RENEWAL sulESSNa � OGATI�I RECEIPT NO. 604727-8 ELITE WATERWORKS & FLOORING CC # 06BS00439 839 SW 154 CT 33194 UNIN DADE COUNTY ° ELITE WATERWORKS INC Sea.TryAw of eushms WORKER/S 196 SPECIALTY BUILDING CONTRACTOR 1 09 IS o1Ly A LOCAL- Tk7t " NAM TO VIO1.ANS ANY asTm RBm"TORY OR MO LAWS OF xrRrir W 00 NOT FOWAR© — nET ED�YT THH ?LD6iPA�A ANY O11E@A mw OR. ucom-. )T A CERIMMICH OF sYLAW.ne80 ELITE WATERWORKS 8 FLOORING gm MARCELO MEDIA PRES 839 SW 154 CT WA @TA1t MIAMI FL 33194 ,UM rueICroM 07/19/2012 09010080001 000075.00 �Ir��ttr��tttr i tttttr tt t tir !r it Er rt t t ttid�}� SEE OTHER S®E CTC, Construction Trades wfifying Bird BUSINESS CERTIFICATE OF COMPETENCY 06 S00439 EL6TE WATERWORKS INC D.B.A.:8JmwA-rmxv OF"a FL00RN6 �& CELQ Is cerffied under the Owwons of C aw loaf Miatnl-Dade County �. QUAUFYING TRADE(S) 0020 FLOORING 0055 SWIMMING POOL P.E. lam" Y WBa�Board r 01-27-2012 .ex *.JEFF ATWATER STATE OF FLORIDA CHIEFFINANCIALOFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CISIVICATE OF 111CT10N TO BE EXOT FROM FLORMA WORIMW COWOMT101111 LAW CONSTRUCTION INDUSTRY EXEMPTION This Certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 02/2912012 EXPIRATION DATE: 0212812014 PERSON: MEJIA MARCELO FEIN: 753186839 13USMSS NAME AND ADDRESS: ELITE WATERWORKS INC OBA ELITE WATERWORKS AND FLOORING 13701 SW 31 ST MIAMI FL 33175 SCOPES OF BUSINESS OR TRADE 1- SWIMMING POOL CONSTRUCTION WMAIM Parseaat to Caataer 440 - ON14L F.S.: = offkw of a wrperatin who stem eumpow tram this chapter by fHfag a offolcate of ahmom ender this seWO msy sot MWW be>ref9s or cep etch tats chapter. Parsaaat to Cher 449.051121, F.S., Cortilkstes of etectioa to be esempt— apply salt' wuft [ire scope of me or pads listed an tlat Mice of 619008 tO be exempt. Persoaot to Chaytm 44DArd13L F.S., flatkas of eteWon to be a and cetdIke s of anodise W be eaemo saint be sablect to revocaloa tt at any tfine after We fimt of sat =9ce or to ksmm of the ceniHeam lte person aamed an the notice or cert0icM oo taapr meets tae requiremem of this seat[= for fssoeace of a ceNfkom The de»stall revoke a certificate at aay am far Idim of gm perm oaated on the a ide m ¢a tae repfteMOM of ttta writes DWC-252 CBtTIFlGATE OF.ELECTION TO BE EXEMPT REVD 01-71 QUEMOAW 18503 413-1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLOR DA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES DIVISION OF V40RKEW COMPENSATION F Pursuant to Chapter 440,05043, FA, an officer of a corporation who CONST10=10111 INDUSTRY 0 elects exemption fron this tupter by filing a aertificm of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA D under � section may not recover benefits or compensation under this WORKERS'COMPENSATION LAW 9 EFFECTIVE 02/28/2012 EXPIRATION DATE: 02/28/2014 Pursuant to Chapter 440.05023, F.S., Certificates of election to be PERSON: MARCELO MEDIA H exempt. apply only wftMn the scope of the business or trade listed on FaN: 7531861838 R the notice of election to be exempt BUSINESS ORU INC AND ADDRESS: E Pursuant to Chapter 440.05033, F.I. Notices of election to be exempt aO.1re rvaTaae�oaca;s e and certificates of election to be exempt shall be subject to revocation DOA Ea aTE WMER OR KS AND FL001U G if, at any time after the filing of the notice or tits Issuance of the 13701 SW 31 ST certificate, ttte person tamed on the notice or certificate no longer meets [naafi[, FL 33175 the requirements of this section for issuam of a certificate. The SCOPE OF BUSINESS OR TRADE person named an tit cep�fi to �a time for failure of tie the requirements of this 1- SWIMMIN Foos. CONSTF=Mll section[. QUES ONS? (850) 413-1609 CUT HERE Carry bottom portion on the Job, keep upper portion for your records. DWC-252 CBTIFICATE OF ELECTION TO BE EXEMPT REVIW 01-11 a 5NoRFS soon now Miami Shores Village Lr Building Department � IDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date Miami Shores Village Building &Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as , located at� �,� E Q to bi. IAX� dmr In accordance with Section 33-12(f), Code of Metropolitan Dade County, I Certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the pool. Legal Owner Note:This certification is to be submitted with a swimming pool permit applica on in duplicate. some /nom Miami Shores Village. L� Building Department x,�MTeBINe �o1RiDp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS,the undersigned Q3LI ice, i La Ware the fee simple owner(s)of the following described propeer'ty ty situated and being in Miami Shores Village,Florida: Address: Whereas,the undersigned owners) —Ir w- gomeL kha desire to utilize said Lots)as a single building site,and the undersigned owners)do(es)hereby declare and agree as follows: I. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. ii. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. III. That if any of our adjoining neighbors remove any portion of their fence or wall,or if our/my property shall fait_ to meet code requirements for pool barriers,we,as owners will immediately install a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That I/we,as owners)hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property,I agree to maintain&or replace said enclosure in the event that is damaged or removed by any case. NOW,THEREOF,for good and valuable consideration,the undersigned doles)hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terra and conditions set forth herein. FURTHER the undersigned declares)that this covenant is intended and shall constitute a restrictive covenant concerning the use,enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned,his/her successors and assigns and may only be released by Miami Shores Village,or its successors,in accordance of said Village then in effect &PRINT OWNER SING&PRINT I Hereby Certify that on this day personaliy appeared before me and has produced ID # as identification and he/she acknowledge that he/she executed the foregoing,freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this day of 20AL N Y PUBLIC STATE OF FLORIDA (Revised 05009 = M 8� 00 Mov gel � , 0 r P Miami shores Village Building Department 10050 N:E.2nd Avenue t0R1DA Miami Shores,Florida 33138. Tel; (305)7952204 Fax: (305)756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL,SPA AND HOT TUB SAFETY ACT I (We)acknowledge th t a n w swimming pool, spa or hot tub will be constructed or installed at Ae)S°,�- !1E E k St. Miami Shores, FL, and hereby a that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method(s)to be used: The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346-91.(Submit Manufacturer's Specifications). A continuous,one-piece(child)barrier meeting the requirements of Florida Building Code R4101.17A.15 will protect the pool perimeter.The plans shall show the fence location and method of attachment,including one end that shall not be removable without the aid of tools.(Submit Manufacturer's Specifications). A combination of non-dwelling walls and fences(screen enclosure,child fence,masonry fence walls,chain link or wood fence,etc.)will protect t he pool perimeter.The plans must specify t he type and locati of all non dwelling walls.Florida Building Code,84101.17.1 Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code,R4101.17.1.9(Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self-latching device with positive mechanical latching/locking installed a min.54'above the threshold. If this option is selected,submit plans showing all types and location of all perimeter protection.The plans must also show the location and type of all openings,and the hardware type for each location.(Submit Manufacturer's Specifications). In accordance with the Code,the pool may not be filled with water without compliance with the Private Swimming Pool Safety Requirements,and upon expiration of the permit,the pool shall be presumed to be unsafe.I understand that not having one of the above installed will constitute a violation of Chapter 515,F.S.,an d will be considered as committing a misdemeanor of the second j roe,punishable as provided in Section 775.082 or Section 775.083 F.S.This form must be sighed e owneda and the rime contractor. ONTRACTOR' N E AND DATE 0 'S SIG RE AND DATE C0 CTOR'S NAME(PLEAS PRINT) OW NAME(PLEASE PRINT) MpRIBEL 001MMOUJIS2 N AR18EL ootA1NGNEZ M1$9MN#EE192818 My�MOSION#EE192818 MY COM DE9Alm 25.2G18 WMES Apd 25.2018 � ,eon► s�amsa .c°"' } .... unit" Miami shores Village 9 p Buildin De aitment ��ORCDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CPAMSHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by 1 A. to perform special inspector services under the Florida Building Code at the 7 project on the below listed structures as of (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: • SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(84404.6.1.20) • SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) • SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) • SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R440&&2) �< SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(84404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(84405.9.12) ❑ SPECIAL INSPECTOR FOR Mote:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1. 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 budding 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 substantial accordance with the approved plans. Signed and Sealed Engineer/Architect Name Address d U& AJ.W "AW 1, DATE: ` s d 6 'l Phone No. Created on 6/10/2009 GEOTECHNICAL `" TESTING LABORATORIES ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS ROOFING DYNATECH ENGINEERING CORP. Miami,February 7,2013 Mr. Nicola Fontana DK CONTRACTING GROUP 18331 Pines Boulevard,#218 Pembroke Pines,FL 33029 FIELo Re: Proposed Pool and Addition @ 1055 North East 96' Street Miami Shores,FL COPY I Dear Mr.Fontana: Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) completed a Subsoil Investigation on February 7,2013 at the above referenced project. The purpose of our investigation was to help determine subsoil conditions relative to foundation design of the proposed structures. A total of(3)standard penetration boring tests were performed according to ASTM-D 1586 down to an average depth of 20' below existing ground surface at the locations shown on the attached sketch. The following graph was developed as a general condition for the subject site: (Refer to field boring logs for exact locations and soil description): D, epth From To Description 0'-0" 0'-6" Topsoil and roots 0'-6" 1'-0" Brown fine sand III-011 2'-6" Tan fine sand w/rock fragments 2'-6" 6'-0" Brown silt 6'-0" 6'-6" Brown sand 6'-6" 7'-6" Tan medium sand w/rock fragments 7'-6" 20'-0" Tan sandy limerock Groundwater table elevation was measured immediately at the completion of each bring and was found at an average depth of 7'-6" below existing ground surface at the time of drilling. Fluctuation in water level should be anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering and pumping activities in the area. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The groundwater levels on ad'acent properties are not affected due to the shall make sure that un J P P� contractor � contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work bG)9bY sftW"er&�`ah,FL 33014-3618- Phone: (305) 828-7499. Fax: (305) 828-9598 E-Mail:Dynatec�@Bellsouth.net Page No.2 1055 North East 96"Street,Miami Shores,FL. Based on our understanding of the proposed structure and our field boring logs;the following are our recommendations for foundations design. I) Alternative I: Shallow Foundation System with Slabs on grade: A- Excavate the entire building construction areas plus 5 feet outside perimeter of all topsoil,silt, silty sand peat and sand any former underground structures down to clean granular material whenever encountered(average of 6'below existing land surface). B- Compact all construction areas with a heavy self propelled roller to a minimum of 95%of ASTM D-1557 but not less than 10 passes in each direction. C- Backfill construction areas to required elevation using clean granular homogenous material placed in lifts not to exceed 12 inches in thickness and compact as indicated in items B. Excavate footing areas only if needed;to proper depth and recompact using hand held equipment j as indicated above. D- Care should be taken not use vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction,static compaction may be applied. However,in this case,the compacted layer should not exceed 6 inches in thickness. E- All construction fill material above the water table shall consist of be clean granular homogenous soil, free of organics or other deleterious material, and shall contain no more than 12 percent fines passing a U.S. standard No. 200 sieve and have a Unified Soil Classification System (USCS) designation of GP, GW, GP-GM, GW-GM, SP, or SW. No particle size greater than 3 inches shall be in the top 12 inches of the building pad. Fill material below the water table shall consist of washed free draining gravel to about 12 inches above the water table. (ie;FDOT No. 57 stone or equivalent)unless dewatering is employed. When dewatering is employed,fill material shall consist of clean, granular homogenous soil,free of organics or other deleterious material,and shall contain no more than 5 percent fines passing a US standard No.200 sieve. F- Verify all compaction efforts by taking an adequate number of field density tests in each layer of compacted material and in each footing pad. G- Representative samples of the on site and proposed fill material shall be collected and tested to determine the classification and compaction characteristics. H- All Geotechnical work must be performed under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications and the Florida Building Code. I- In the event of existing structures,existing footings or proposed drainage lines,provisions shall be made by the structural engineer and site contractor to protect all footings from undermining and exposure. The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. The above foundation recommendations being achieved and verified,it is our opinion that the proposed structures be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2500 P.S.F. 2 Page No. 3 1055 North East 96h Street,Miami Shores,FL. II) Alternative H: Shallow Foundation System with Structural Slabs: A- Excavate the footing areas only and dispose of the silt,silty sand, peat and black sand with organics whenever encountered(average of 6'below existing land surface). B- Compact all footing areas with a heavy self propelled roller to a minimum of 95%of ASTM D-1557 but not less than 10 passes in each direction. C- Backfill footing areas to required elevation using clean granular homogenous material placed in lifts not to exceed 12 inches in thickness and compact as indicated in item B. D- Care should be taken not use vibration in case of existing structures in the vicinity ofthe construction area. If vibration cannot be used for compaction,static compaction may be applied. However,in this case,the compacted layer should not exceed 6 inches in thickness. E- All construction fill material above the water table shall consist of be clean granular homogenous soil, free of organics or other deleterious material, and shall contain no more than 12 percent fines passing a U.S. standard No. 200 sieve and have a Unified Soil Classification System (USCS) designation of GP, OW, GP-GM, GW-GM, SP, or SW. No particle size greater than 3 inches shall be in the top 12 inches of the building pad. Fill material below the water table shall consist of washed free draining gravel to about 12 inches above the water table. (ie;MOT No. 57 stone or equivalent)unless dewatering is employed. When dewatering is employed,fill material shall consist of clean, granular homogenous soil, free of organics or other deleterious material,and shall contain no more than 5 percent fines passing a US standard No.200 sieve. F- verify all compaction efforts by taking an adequate number of field density tests in each layer of compacted material and in each footing pad. G- Representative samples of the on site and proposed fill material shall be collected and tested to determine the classification and compaction characteristics. H- All Geotechnical work must be performed under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications and the Florida Building Code. I- In the event of existing structures,existing footings or proposed drainage lines,provisions shall be made by the structural engineer and site contractor to protect all footings from undermining and exposure. The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. J- All slabs shall be designed as structural slabs to prevent settlements. The above foundation recommendations being achieved and verified,it is our opinion that the proposed structures be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2500 P.S.F. 3 Page No.4 1055 North East 96th Street,Miami Shores,FL. III) Alternative III: Deep Foundation Systems: Based on the Florida Building Code FBC 2010 Table 1824; deep foundation systems shall consist of one of the following alternatives: Alternatives Approximate Pile Capacity Pile Capacity Allowable Lateral Pile Foundation Pile Depth size in Tons in Tons Capacity in Tons B.E.L.S. Compression Tension Pin Piles/push piers 18'or Refusal 3 Inches 5 Tons I Ton N/A Helical Piles 18'or Refusal 3 Inches S Tons I Tons N/A Auger Cast Piles 18'BELS 12 Inches 25 Tons 12 Tons 1 Ton Auger Cast Piles I 18'BELS 1 14 Inches 35 Tons 1 17 Tons 2 Tons B.E.LS.: Below Existing Land Surface. Estimated Lateral Load for a pile Top Deflection of t/ inch. The proposed pile length is based on the existing ground elevation at the time of drilling. Pile length may vary depending on proposed grade beam elevation and soil profile. Helical pile bearing capacity is dependent upon helix numbers, size, spacing and achieved torque as per proprietary manufacture specifications. The foundation contractor will be able to provide the most cost effective combination of helix designs. The above depths are the minimum depth required to achieve design capacities. Lateral load capacities may be increased using batten piles. Batter angles can be used for the pile installation of up to 4 inches per foot (Horizontal, Vertical). Predrilling might be required to achieve design depths. In case of existing structures in the vicinity of the pile driving operation,care shall be taken not to create excessive vibration. Vibration levels shall be monitored to verify compliance with county regulations. Steps must be taken by the contractor to prevent excessive vibrations in the event excessive vibrations are experienced during construction, alternative driving methods shall be implemented (ie: predrilling, jetting,hydraulic push,etc...). The minimum center to center of piles or adjacent foundations shall be not less than twice the average diameter for round piles or 1-314 times the diagonal dimensions of rectangular piles, but in no case Iess than 30 inches. The installation of adjacent piles (located within 4 feet of each other) on the same working day is not recommended. We recommend that adjacent piles not be installed until the initial grouted pile has set overnight. The grout used in the pile installation shall develop a minimum compressive strength of 4000 PSI at 28 days. Large grout volumes,possibly twice (or more) of the theoretical pile volume, may be required for proper auger cast pile installation. All piles shall be designed by a professional engineer and shall be placed under supervision of our Geotechnical Engineer to verify compliance with our recommendations. If the pile is not reinforced over the entire length, we recommend a single No. 7 bar be placed the full length of the pile to verify pile continuity. All work shall be performed in accordance with the applicable building code. 4 Page No. 5 1055 North East 96h Street,Miami Shores,FL. N) Alternative ly: Pool Excavation: Silt and silty sand were encountered at an average depth of 2'-6" and extending to 6'-0" below land surface. This material must be removed and replaced with compacted gravel prior to pool and deck construction. The above recommendation being achieved and verified, it is our opinion that the proposed pool be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2,000 P.S.F. The following soil parameters shall be used for retaining wall designs: - Soil unit weight moist: 110 pcf.Buoyant:60 Pcf. - Angle of internal friction: 30° - Earth pressure coefficient Ka: 0.33;Kp: 3.0 - Angle of wall friction: 300 for steel piles,200 for concrete or brick walls; 15°uncoated steel. Any underground structures such as grease traps; septic systems, etc... must be supported on pile foundations, unless,the deleterious material (ie: silt, muck, peat, etc...) is excavated in its entirety and replaced with compacted washed gravel such as pea rock or#57 stone. Fasten utility lines to underside of structural slabs to avoid settlements. Excavations shall not extend within 1 foot of the angle of repose next to existing footings or structures, unless underpinned. All excavation shoring must be designed and inspected by a Florida licensed professional engineer. All trenching work shall be in compliance with Florida Building Code,OSHA,and Trench Safety Act. Provisions shall be made by the architect, engineer of record and contractor to address vibration f dynamic loading; differential settlements when tying in new to existing structures. Mixing of different foundations shall not be used unless provided with expansion joints to prevent differential settlements. Also note that as a common engineering practice for existing and new construction; outside ground surfaces must be sloped away from the structure as to avoid water accumulation and ponding. Rain gutters shall be installed and all rain water shall be discharged over splash guards a minimum of 5 feet away from building foundations. Verify all water, sewer, plumbing, sprinkler and drainage lines are properly functioning with no leaks in the vicinity of the foundations. An arborist must be consulted prior to any land clearing to verify compliance with local codes. Detailed settlement analysis was beyond the,scope of this report. However, we have compared the field test data obtained in this exploration with our experience with structures similar to those proposed for this report. The estimated magnitude of these settlements is i to 2 inches. Due to the granular nature of the subsurface materials,the foundation settlements should occur as the loads are applied and should be virtually negligible by the end of the building shell completion. 5 Page No. 6 1055 North East 960i Street,Miami Shores,FL. The boring log(s)attached present(s) a detailed description of the soils encountered at test location (s). The soil stratification shown on the boring log (s) is based on the examination of the recovered soil samples and interpretation of the driller's field log (s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoil conditions between the bore test holes. In accepting and using this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Owner and site contractor must familiarize himself with site conditions prior to bidding. For Environmental due diligence; a Phase I and/or Phase II Environmental Site Assessments is recommended. This document is intended only for the use of the individual or entity for which it was prepared and may contain information that is privileged, confidential and exempt from disclosure under applicable law. Any dissemination, distribution or copying of this document is strictly prohibited. There are no third-party rights or benefits conferred under this report. Use of this report is strictly limited to the addressee,the only party to whom Dynatech Engineering Corp. (DEC) intends to confer any rights. Any use of the contents of this report by any other third party is at the sole risk of that party. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal,State,County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near fixture. Please feel free to contact us if we may be of further service to you. Sincerely yours, Wissam aamani,P.E. e, DYNATECH ENGINEERING CORP. ,cajji�,, ., 'a • Florida Reg.No. 39584 ,0. °ts0. 39584 Special Inspector No. 757 = ; Certificate of Authorization No.: CA 5491 ;tiTATE t)F 6 ENGINEERING INEERING CORP. 750 WEST 84"M STREET HIALEAH,FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : DK CONTRACTING GROUP DATE:February 5,2013 PROJECT : Proposed Pool and Addition @ HOLE NO.:B-1 ADDRESS : 1055 North East 96`h Street,Miami Shores,FL. DRILLER: AS LOCATION : See attached plan IAATITUDE LONGPl"t3DE SAAWL-E HER DEPTH NO. BLOWS ON "N" DESCRIPTION OF MATERYALS SAWLER 1 2 Hand H 2 3 0'-0"to 0'-6" TOPSOIL AND GRASS AND ROOT'S 4 Hand H 4 5 0'-6"to 1'-0" BROWNISH FINE SAND 6 1 1 2 6 1 1 7 1'-0"to 2'-6" TAN FINE SAND W/ROCK FRAGMENTS $ 2 2 4 g z 8 9 .10 2'-6"to 6'-0" BROWNISH SILT 10 9 8 20 11 12 12 10 19 12 6-0"to 6'-6" DARK BROWN MEDIUM SAND 9 10 14 6'-6"to 7'-6" TAN MEDIUM SAND 14 6 9 14 15 16 9 8 15 16 T-6"to 20'-0" TAN SANDY LIMEROCK 7 7 17 18 7 8 26 18 18 16 19 20 17 14 29 20 15 15 21 22 22 23 24 24 25 26 26 27 28 28 2 30 31 32 32 33 34 34 35 36 36 37 38 38 Water Level: T-6" Below Surface Asa mmw p uecdon to cumm*x pu1fic aaa m-d—d�g an submitted aft ooufldeeuet pMPM of oHmt+8w mahmimilon fo. pobiieatM of gammm,eo�tusio"or a"M from or re�a8 ow reports is m w�W pudag an au viritten sppraral HA FiAAID AUG�A HOLLO�d STEM AUQER R REFUSAL 7 AIL DYNATECH ENGINEERING CORP. ?50 WEST-84T"SMET HIALEAK FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : DK CONTRACTING GROUP DATE:February 5,2013 PROJECT : Proposed Fool and Addition @ HOLE PTO.: B-2 ADDRESS : 1055 North East 96"Street,Miami Shores,FL. DRILLER: AS LOCATION See attached plan LATITUDE LONGITUDE SAIVIPI,E HAIKMER DEPTH NO. BLOWS ON "N" DESCRIPTION OF MATERIALS SANKSR 1 2 Hand H 2 3 0'-0"to 174" DARK BROWN FINE SAND W/ROOT'S 4 Hand H 4 5 1'-0"to 2'-6" LIGHT TAN MEDIUM SAND W/ROCK 6 1 1 2 7 FRAGMENTS s 2 2 5 8 2'-6"to 6'-0" BROWNISH SILT 3 6 9 10 8 5 11 11 6'-0"to 6'-6" DARK BROWN MEDIUM SAND 12 to 12 23 12 11 19 13 6'-6"to 7'-6" TAN MEDIUM SAND 14 8 6 13 14 7 7 15 7'-67'to 20'-0" TAN SANDY LIMEROCK 16 10 7 16 16 9 8 17 Y8 8 6 16 18 10 12 I9 20 15 15 31 20 16 14 2 22 22 23 24 24 25 26 26 27 28 28 29 30 30 31 32 32 33 34 34 35 36 36 37 38 38 Water Level: 7'-6" Below Surface As a muaml protection to diva,the public aid wrWvM all rePM are R&*tled as the cmildcatial property of dims,and autlmdaation fa pubticatiwi of srate+naa cm�tu�ara or axaac4s from ar regerdmg our+sprats»reserved pmdiag oa au writton apPrava!•.HA HAND AMM A•HOLLOW STEM AUOWL R REFUSAL 8 IIIL DYNATECH ENGMEWNG CO". 750 WEST 84TH STREET HIALEAH,FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : DK CONTRACTING GROUP DATE:February 5,2013 PROJECT : Proposed Pool and Addition @ HOLE NO.:B-3 ADDRESS : 1055 North East 96'Street,Miami Shores,FL. DRILLER: AS LOCATION : See attached plan LATITUDE LONGITUDE SAMPLE HAMll `R DEPTH Ne. BLOWS ON ` "N" DESCRIPTION OF MATERIALS. SAMPLER > 1 2 Hand H 2 3 0'-0"to 1'-0" DARK BROWN FINE SAND W/ROOT'S 4 Hand H 4 5 1'-0"to 2'-6" LIGHT TAN MEDIUM SAND W/ROCK 6 1 1 2 6 FRAGMENTS 8 2 1 4 9 2'-6"to 6'-0" BROWNISH SILT 10 4 8 17 11 6'-0"to 7'-6" TAN MEDIUM SAND 12 9is 16 25 12 9 10 13 7'-6"to 20'-0" TAN SANDY LIMEROCK 14 8 7 16 14 9 6 15 16 7 6 11 16 5 7 17 18 9 8 22 18 14 18 19 20 16 19 37 20 18 18 21 22 22 23 24 25 26 26 27 2$ 28 29 30 30 31 32 32 33 34 34 35 36 36 37 38 38 W atef Level: 7 1-6" Below Surface As a mmwi wtwdoa to dimts,the pahito a d owsM erg mm me a"w d es to ca-edadid property ardkms and aut;=Wn for puhLmtioo of smtematt cwxwdm or o muss from or reguftg om reports is remved pmidmg on om wn m approval.H A.HAND AUGER,A:HOLLOW STEM AMER.R.REFUSAL 9 O:Boring Test Locgion At i i i L j i . i ::�tic Tank i i i i ! i i i = i i B1 NORTH i i i Site Plan W DYNATECH ENGINEERING CORP. Client:DK CONTRACTING GROUP Scale:N.T.S. Project: 1055 N.E. 9e Street,Miami Shores,Florida 33138 Date:Feb 7 2013 Folio No.: 11-3206-014-3710 ' GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further boring(s)to be drilled after building pad(s)are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be performed after the structure(s)has been demolished and proposed new building staked out As a mutual protection to clients,the public and ourselves,all reports are submitted-as confidential property of clients, and authorization for publication of statements,conclusions,extracts from or regarding our reports is reserved pending our written approval. KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Particle Size Relative Density and Consistency Boulders >12 in. Cone Penetration tandard. Cobble 3 in.to 1 in. bests i<Stan anon elative. Gravel 4.76 mm to Sin. K cm Blowslft l Donsity Sand 0.07 mm to 4.67 mm. Silt 0.005 mm.to 0.074 mm Sands 0-16 0-4 Very Loose Clay <0.005 ram 1740 5-10 Loose 41-80 1120 Finn 81-120 21-30 Very Firm Modifiers Over 120 31-50 Dense 5%- 10% Slightly Silty or Clayey 10 0/6.-30% Silty or Clayey Sots& 0-3 0-2 Very Loose 301/6-50% Very Silty or Very Clayey Clay 4-9 3-4 Soft 0%-5% Slightly Trace 10-17 5-8 Finn 6%-10% Trace 18-31 9-15 Stiff 11%-200/0 Little 32-60 16-30 Very Stiff 21%-35% Some Over 60 31-50 Hard >35%And Rock Hardness Descriiption Soft Rock core crumbles when handled Medium Can break with your hands. Moderate Hard Thin edges or rock core can be broken with fingers Hard Thin edges or rock core cannot be broken with fingers Very Hard Rock core rings when struck with hammer(ch") F 0 7444 LOCATION SKETCH s d� z is At 'wr p x say _ - •, ,. su �s _18 11 t6 t9 l4 1 ^I L t � l so \ so z5o• Vwxaw _0 � c CAL D ACRt 1(ffl:Lots 12 and 13,B1ock 82,ffiAffi SHORES SECTION NO. b,according to the Plat ereof as recorded in Plat Book 10,Page 37 of the Public Records of Miami Dade County, orida.- GENERAL NOTES 1) OFD'IS SUBJECT TO OPINION of TITLE 2) EXAMINATLON OF THE ABSTRACT OF TITLE WILL HAVE To SE MADE TO DETE1011HE RECORDED INSTRUMENTS,IF ANY,AFFECTLNG THIS PROPERTY. 3) (2,22)DIeN0 res THOSE ELEVATIONS REFERRED To I s('V DATUIIL 4) LOCATION AND IDENTIFICATION OF UTRJTIFS ON ANDIOR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORKATION WAS NOT REQUESTED. 5) THIS PROPERTY IS YMI118N THE L='TS OF THE FLOOD ZONE X 6) NoUNDERMoUNDLoczmtoIar.wEra DONE BYTHLSCOMPANY. U dated:December 26,2012, RTIni ?M TO:Title partners of Florida,Inc.,Attorneys' Title Insurance DATE: ad.,inc.,Elsa Gagnon and Patrice Robinet, J'Uly 06,2009 APPLICABLE MIONG,UNEOMROUND,ZONING AM BUILDING SET BACKS.MUST BE CHECKED BY OWNER, ARCHITECT OR BUILDER BEFORE DEMON OR CONSTRUCTION BEGINS ON THIS PROPERTY. 1 FAY CERTIFY: That the attached Plan of Survey of the atone deSerlixed property Is true and correct to the best of my knowledge,Irdwnrtation and belle#,as nece l*SWVSYW and piatmd under my direction,91W that"we are not aNruvet ground Oncroaduawtts other than dwso Shown, �I'L This survey meets the minimum technical standards set fadrBt by the Florida Board of L.arrd Surveyors pursuant to Chapter 61617.8,Florida Code,Section 472-M Florida Std. JRVEYING,INC 3.NO.3333 D.Alonso 37 NW 1673"STREET,Lis P Lmd Surveyor AM,FLORIDA 33ol6 Certificate No.3M 5M12-4940 State of Florida THIS IS A BOUNDARY SURVEY NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL 6 PLAN OF SURVEY SCALE In _ 10 0. 0 15 4 ci rp Pe e �2.o a o - uo C � i a JL sue •' t uA&3 coJ IL �(� � � :��` a.5 n 5•t PS �� r t 3 2G.g0' 4.pp� 23.40' 42 a • 5•�ao h d N 3s v N —.• U �a � BOSS 9�c �O''�• ' � M�ka..•ti ��-,t-7pQlL�,�C,3�I'Sg. ��4 ..�-- _ J f0. , 3A°� a 13.o O. ts.e' 0 J'°i °.1 Al 2 4.54tiaes ,o' 1 .lQ E CGl4HGar;- A4 •� 5.4 O .�. �o �n O rt3v�sp ��L ro .c. -Fovwo (?\P2 • QUO • 89 6.• IA A l 9 A. ARC O WANCE Ar--AIR CONDITNR MG C8S...CONCRETE BLOCK STRUCTURE O.U.L..OVEN4EAD U TILT Y LINE CL. CLEAR RAO-JUMHA- emc- MCROACIUENT RW...RlGKr OF WM1Y._ FIP...FOUND IRON FIFE O.K-OVER HEAD WNa WATER n C-CEZ Bg t 06TANCE PIL-PROPERTY LINE CO—CONCRETE F.H.FIRE HYDRANT UP...UTILTTY POLE R-RADIUS UZ-AffflM EASEMENT ® .CENTRAL.ANCi1.E R..RADfliS PL--PLATER T TANGENT TCH8A3pV L/H.--MANHOLE CLF.-CHAINLINILFENCE W.P.-WOOD FENCE Miami Shores Village Building Department 1000 N E 2nd Avenu Ntarru Shores. Honda 3313 Tel: (303)793 220 F&I: (305)756 897 Permit No. 13 5YO Job Name PLUMBING CRITIQUE SHEET 1 i �ORFS. Miami Shores Village X� , Building Department Ems„ "mill" 10050 N.E.2nd Avenue �n4� Miami Shores, Florida 33138 Tel: (305) 795.2204 LORIpP► Fax: (305) 756.8972 Permit No: g PQ Page 1 of 1 13 _�j� Structural Critique Sheet S/g/ 54 L,') ILI I Zo STOPPED REVIEW Plan review Is not complete,when all Items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re-submittal drawings. Mehdi Asraf game, ��..� Miami Shores Village S-1-790 Building Department IORTpA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#:-fff 1 DATE: I zi Contractor Owner Y k o Architect j P'ekr=d —Up Ys We o ns an ia d(ot r) Address: �[ j j �� ST 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: UZI-, PERMIT CLERK INITIAL: RESUBMITTED DATE: / PERMIT CLERK INITIAL: ,SgoR�s Miami Shores Village Building Department mull a 10050 KE2nd Avenue Miami Shores, Florida 33138 4,�N- tee Tel: (305) 795.2204 LORIVA Fax: (305) 756.8972 Permit No: BPP12-1606 Job Name: August 24, 2012 Page 1 of 1 Plumbing Critique Sheet 1 Need HRS approval Rafael Hernandez Chief Plumbing Inspector 786.290.0800 Bldg Critique Sheet 1) Provide separate fence permit and demolition permits. 2) Provide a special inspector form for the soil improvement. 3) This pool is being constructed to the setback limits. A spot or tie in survey will be required prior to pouring concrete. Norman Bruhn Building Official 305.795.2204 Stopped Review Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-203965 Permit Number: BPP-3-13-590 Inspection Date: December 09, 2013 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Dacquisto, David Inspection Type: Survey Final Owner: ROBINET, PATRICE Work Classification: New Job Address:1055 NE 96 Street Miami Shores, FL Phone Number Parcel Number 1132060143710 Project: <NONE> Contractor: ELITE WATERWORKS INC Phone: (786)326-6730 Building Department Comments INSTALLATION OF NEW SWIMMING POOL Infractio Passed Comments INSPECTOR COMMENTS False C1 �� Inspector Comments Passed �'' CREATED AS REINSPECTION FOR INSP-203913. Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 December 05 2013 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-197934 Permit Number: BPP-3-13-590 Inspection Date: November 27,2013 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Dacquisto, David Inspection Type: Survey Final Owner: ROBINET,PATRICE Work Classification: New Job Address:1055 NE 96 Street Miami Shores, FL Phone Number Parcel Number 1132060143710 Project: <NONE> Contractor: ELITE WATERWORKS INC Phone: (786)326-6730 Building Department Comments INSTALLATION OF NEW SWIMMING POOL Infractio Passed Comments I-N�S�PECTOR COMMENTS False & Inspector Comments Passed 1 Failed El Correction Needed CITY ILE Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 November 27,2013 Page 1 of 1 c ` 9Aa bh 1 A? y A P 6 MARTINEZ & MARTINEZ ENTERPRISES, INC. Business License # 7702 7179 W. 13 Avenue, Hialeah , Florida 33014 Email : PlsPsm@yahoo.com Cel: 786-277-4851 Website: martinezandmartinez.com Property Address: 1055 NE. 96 STREET, MIAMI, FL. LEGAL DESCRIPTION: Lots 12 and 13, in Block 82, of" MIAMI SHORES SECTION NO. 3 " according to the plat thereof as recorded in Plat Book 10 at Page 37 of the Public Records of Miami-Dade County , Florida. SURVEYOR" NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected use of the land, as classified in the Minimum Technical Standards , is "Residential High Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. 8) The surveyor does not determine fence and/or wall ownership. 9) Ownership subject to OPINION OF TITLE. 10) Type of Survey: BOUNDARY SURVEY. 11) If shown, elevations are based on the National Geodetic Vertical Datum of 1929. 12) A complete list of abbreviations used in this survey are shown on the back of this sheet. 13) Survey# 13-78 14) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.) PATRICE ROBINET Field Date: 05-24-2013 For the firm: Pedro Luis Martinez P.S.M. 'A CITY P ofes ional Surveyor & Mapper State of Florida,Reg.No.5443 low Page 1 of 2 Legend of Survey / Abbreviations A Arc Length FIP Found Iron Pipe/Pin RNG Range AC Air Conditioner FL Flowline ADOM Addition RP Radius Point ALUM Aluminum FN Found Nail RR Railroad APPROX Approximate FT Feet Foot RD Road ASPH Asphalt FE Flowagge e Easement R/W Right-of-clay AVE Avenue GAR Garage S South BC Broward County 6R Guard Ball SAN Sanitary ICI. Base Line GN Grade F SCN Set Concrete Monument GOVT BLDG Building OV ound SCN Screen BI.K Block GT Goverment SE Southeast BLVD Boulevard GPS Global Positioning System SEC Section BM Bench Mark 6111 Guy bore SEW Sewer y HP High Point BNDY Boundary HORIZ Horizontal SIP Set Iron Pipe/Pln BOTT Batton HT Height SN Set Nall CNE Canal Maintenance Easement HW Head gall SP Screen Porch C/Cale Calculated HL High Water Line SPEC Specification W CB Catch Basin W Iron Pope SO FT SQuarle Foot or CO Chord Distance IV invert SR CHB Chord Bearing LME Lake Maintenance Easement $tats Road C/B Concrete Block L Length ST Street CCs Curb S Gutter LP Light Pole STD Standard CL Center Line LT Left STA Station CLF Chain Link Fence MINT Maintenance STM Store CM Concrete Monument STRUC Structure CHP Corrugated Meta! Pipe WAS Masonry STY Story CD Cleanout MAX Maximum SUB Subdivision COL Coluns MH Man Hale SW Southwest CONC Concrete M Field Measured SWK Sidewalk ° CONST Construction MiN Minimum T Tangent COORD Coordinate MKR Marker TBM Temporary Bench Mark CDR Corner MN Mean TEL Telephone CDV Covered NON Monument TEMP Temporary CA County Road NSL Mean Sea Level TOB Top of Bank CS Concrete Slab N North TOP Top of Pipe CT Court NCO Nall 9 Disk TR Tract/Trall CULV Culvert MAD 83 North American TRANS Transformer D Deed Datum of 1983 TWP Township DB Deed Book iE Northeast TYP Typical NO Number UE Utility Easement DC Dade County K Rad Not Radial UGD Underground DCR Dade County Record NTS Not to Scale USGS. US Geological Survey DEFL Deflect or Deflection NOVO National Geodetic UTIL Utilities DiA Diameter Vertical Datum Us Utilities Box DIST Distance NW Northwest V Vertical I DR Drive NFIP National Flood VAR Varies ORA Drainage Retention Area Insurance Program VC Vertical Curve DE Drawings Easement OHC Overhead Cable VOL Volume DWG Drawing ORB Official Record Book W West DIIY Driveway E East P Plat WD Wood Will Water Meter ENC Encroach PAR Parcel WMN Water Meth ELECT Electrical PAT Patio able WT Water T EL Elevation PAY Pavement WY Water Table ENCL Enclosure PH Plat Book ESNT Easement PC Point of Curvature SYMBOLS E011 Edga of Water PCP Permanent Control Point EXIST Existing PED Pedestal d Delta Angle FCM Found Concrete Monument Pl: Page 0' Degrees FNO Found Pi Point of Intersection 0" Minutes FEMA Federal Emergency PK Parker Kalon Nall 0' Seconds Management Agency PL Property Lone Feet When Used In Distance. FIRM National Flood PLTR Planter ' Inches When Used In Distance Insurance Program POO Point of Beginning 10.0 Existing Elevation FF Finish Floor PP Power Pole xi0.0 Proposed Elevation FFE Finish Floor Elevation PAN Permanent Reference Monument Proposed Surface Flow FH Fire Hydrant PROD Project ® Set Iron Pipe or R Record by Plat/Deed Pin with Cap •5443. RAD Radial/Radius unless otherwiwe shown REF Reference +/- Nave or Less RES Residence n Distance Not Supported RET Retention/Retaining by Field Measureaent i i Y SKETCH OF SURVEY SCALE: 1" = 20' LIMITS OF PLAT FIP. 1/2° 15' ALLEY ASPH. PAVEMENT FIP• 1/2° No I.D. No I.D. 100.00' O�*9/96 n x � POOL 32.0 CONC. ° UNDER ° x CONSTRUCTION WALL 32.0 131 In x x x CONC. CONC. M LOT-14 N lam- I ►� BLOCK-82 1 .6 x T_ 1 26.9 �� Ao 23.4 BLOCK82 x CONC. 2-STORY RESIDENCE #1055 ; n I x x CONC. 0 LO 30.8 x 121' 9.1 v'i 0.8 14.1 4.4" x— CONC. 0 o "7 90��Sry y0. F.DH. 100.00' a F.DH. 5' CONC. SIDEWALK 7.5' PARKWAY ' .50' CURB NE. 96 STREET ASPH. PAVEMENT zo C"r A 1 (80' TOTAL R/W.) THIS'SU VEY MAP OR THE COPIES THEREOF ARE a Na VA D WITHOUT THE SIGNATURE LEGEND AExisting Devotions °tight Pole A 'D E ORIGINAL RAISED SEAL OF —am—Overhead Ere Line =Water Meter F.DH. =Found Drill Hole A FLORIDA LICENSED SURVEYOR & MAPPER. —//—Wood Fence. =catch Basin F.N&D. =Found Nat &Disc. Sheet Z of 2 L —x—Chainlink Fence �=Power Pole FIR. =Found Iran Rebar