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DS-16-2740 Permit NO. DS-10-16-2740 `5DOREs y� Miami Shores Village Permit Type:DrivewayallSidewalksl'Slabs 10050 N.E.2nd Avenue NEPer ' Work Classification:Addition/Alteration Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 fL10RIDp Issue Date: 1 0/1 412016 Expiration: 04/12/2017 Project Address Parcel Number Applicant 9935 NE 13 Avenue 1132050090470 Miami Shores, FL 33138-2634 Block: Lot: FABIANO SILVEIRA AGUILAR M Owner Information Address Phone Cell FABIANO SILVEIRA AGUILAR MARIANA 9935 NE 13 Avenue --- MIAMI SHORES FL 33138-2634 9935 NE 13 Avenue MIAMI SHORES FL 33138-2634 Contractor(s) Phone Cell Phone Valuation: $ 3,000.00 CONSTRUCTION DEVELOPER GROUI (305)215-1988 Total Scl Feet: 1000 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final Date Denied: Foundation Type of Work: INSTALL PAVERS BACKYARD AROUND P Additional Info: Review Planning Bond Return: Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 DBPR Fee Invoice# DS-10-16-61594 $2.25 10/14/2016 Credit Card $ 118.30 $50.00 DCA Fee $2.25 Education Surcharge $0.60 10/11/2016 Credit Card $50.00 $0.00 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $168.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all theam oilofv orma' is ac rat and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authhe-n m d co r o the work stated. October 14, 2016 Authorized Signature:Owner /Y..' pplica t / Con ac or / Agent ate Building Departme Copy October 14,2016 1 Building Department OCT 1 zoio 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20H S�ti BUILDING Master Permit No. /"G Z/S-- 3 PERMIT APPLICATION Sub Permit No. rP S iU 2-1`10 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP ,4., CONTRACTOR DRAWINGS JOB ADDRESS: ?� 3I- //e- A 1 City: Miami Shores County: Miami Dade Zip: 3 Folio/Parcel#: R -320,5=V� .. Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name'(Fee Simple Titleholder): � �� Phone#:'L—t( u sr�4 c-3 Address: !� 3f /`)19� L34AVG City: A1114 State: Zip: 3/ Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 441, uPhone#: �ay)w Address: /p� City: - State: _ Zip: 3:-> Qualifier Name: F� `1/�� Phone#: d State Certification or Registration#: ertificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: /Doo Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: A-5 vV A--A-erL� /��JcCG �lfL,� 19"Q,tVD o-i- AYl�-:A- ao L Specify color of color thru tile: Submittal Fee$ ff) 10�) Permit Fee$ CCF$ U CO/CC$ Scanning Fee$ C(. Radon Fee$ ;;2 . DBBP//R��$ Notary$ Technology Fee$ �• �0 Training/Education Fee$ Q' SUV Double Fee$ Structural Reviews$ Bond$-20J 9 -3-�S qzA; It 9 •30 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law 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. Signature Signat e 12 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before/me this The foregoing instrument was acknowledged before me this 30 day of ' ' V�'b� V 20 b ,by �^ day of ►� .20 V1 by �whoi personally known toy0J�Tq w who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: JUSEFINA- �5�� s,,, I GEREZ Print: `�`r s of Florida Print: �J�� _` • .•c My Co m.Expires Sep 30,2018 Seal: .• My Comm.Expires Sep 30,2018 Seal: =y, Pic Commission FF 164325 Commission#FF 164325 ".'OFF�d:�� .,;F • ��• Bonded through National Notary Assn. ",��,• Bonded through Nationai Notary Assn. *sssss*ssssss****ssss*sssssssssssssss�*jss******sss*s*s*sss*ss:esss*ssss*ss*s**s****s************* **s***s***ss APPROVED BY ��` [ I Plans Examiner l Zoning . . / 4035 S.W. 98 Avenue, Miami Florida 33165 -2 P.O. Box 650213/Miami Florida 33165-0213 N? 13852 Tel. (305)552-0141 / 1-800 782-9284 FAX(305)227-1797 WEB PAGE: www.al-flex.com / E-Mail: al-flex@bellsouth.net _ Partial Treatment Notice Project Name: �6 S e/ A Property Address: �47 3 6 Lot Block Model: �►-t t%9'�+'t�t S�V'G� FL Service order by: q ]— Permit#: Date: 12-11-3 Time: 2 O Applicator: ,qleY5 Product Used: 19,9 9""" 2 Chemical Used:'i."4,�4/o f", •� (active ingredient) Number of Gallons applied : Percent Concentration: D• O PnN1\NINI1UI11W IINYNIIryMIIINH RM/IV Area Treated : O d Tamp: Linear feet Treated : �+...6 E �C) EAL z Stage of Treatment : Horizontal/Interior Vertical $`� 1978 ;n .,nrununr..... InNNNNN\a\"aa��a This is not valid without a company seal 1. The above noted structure has received the first of two or more required treatmets for the prevention of native subterranean termites. 2. Upon completion of this treatment and payment of any balance due under this contract,AI-Flex will provide purchaser with written confirmation that the treatment is completed and the associated limited warranty is in full force and effect. The limited warranty shall not be considered to be in effect until all required payment has been made. This form is for inspection or construction draw purposes only. The perimeter of the above structure must be treated at final grade accordance with pesticide label and Florida Statue.Warranty and treatment certification will be issued upon completion of final treatment. This form should not be accepted as proof of complete treatment for Certificate of Occupancy or Closing. NOTICE TO BUILDER: It is the responsibility of the builder to notify AL-Flex Exterminators should treatment be required for patios, driveways and entryways.AI-Flex Exterminators must be notified at final grade of structure so final treatment can be completed warranty issued,and required paperwork for closing submitted. THIS IS NOT A PROOF OF WARRANTY 71316 GEOTECHNICAL I ENVrRONMENTALI MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES DRILLING SERVICES DYNATECH ENGINEERING CORP, - %'WW1•DYNATECHENGINEERING.00M Miami,December 23,2016 Mr.Felipe Lara / �p 7 L GD ART CONSTRUCTION,INC. 6770 Indian Creek Drive,Apt.#4-D Miami Beach,FL 33141 Re: Proposed Driveway @ 9935 Northeast 13th Avenue Miami Shores,FL Dear Mr. Lara: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on December 23, 2016 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification.Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, constriction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- compacted and re-tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials.No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use,publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. art -A , Sincerely yours, '.'a 395�3�� D IYNATECH ENGINEERING CORP. ArE c� Florida Reg.No.39584 0rc+ , �. G Special Inspector No.757 '+�p ��R Certificate of Authorization No.:CA 5491 1 750 WEST 84TH STREET.HIALEAH,FL 33014 PHONE(305)828-7498 FAX(305)828-9598 EMAIL'INFOODYNATECHENGMEERING.COM �IEC ' DYNATECH ENGINEERING CORP, MOISTURE-DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: December 23,2016 _ q C CLIENT: GD ART CONSTRUCTION INC. PROJECT: Proposed Driveway a,a, ADDRESS: 9935 Northeast 13`h Avenue Miami Shores FL CONTRACTOR: GD Art Construction.Inc. MATERIAL DESCRIPTION: Light tan sand w/rock&cements SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 101b.Hammer and an 18"drop AASHTO designation T-180-C. %MOISTURE DRY DENSITY 4.3 110.5 6.6 114.1 9.4 116.5 118 13.1 115A D R 116 y 115 y I I N D E Optimum Moisture 10.9 Percent I V I N 100%Maximum Dry Density 116.3 lbs./cu.fL 113 S %Passing V Sieve 88.2 Percent I 111T Y 109 Sampled By: JA A-A I PT Tested By:JA 4 6 8 10 12 14 Checked By:WN %MOISTURE Respectively submitted As a mutual protection to clients,the public and ourselves,all reports '- P+, ' ' !JS Lu,are submitted as the confidential property of clients,and authorization ils for use,publication of statements,conclusions or extracts from or regartns ' —' our reports is reserved pending our written approval. 74 .„ DYNA CH ENGINEERING CORP. 0�' :OF '� = Florida Reg.No.39584 ,,t 4�- Certificate of Authorization No.:CA 5491 2 7S0 WEST 84TH STREET.RMLEAH.Fl.33014 PHONE(305)828-7499 PAX(30S)828-9598 EMAIL lNFFOpDyNATECHENGINEEWNMCOM t EC 4 ENGINEERING CORP. FIELD DENSITY TEST OF COMPACTED SOILS r DATE: December 23,2016 I _ 2 7 L(O CLIENT: GD ART CONSTRUCTION INC. v PROJECT: Proposed Driveway na. ADDRESS: 9935 Northeast 13''Avenue,Miami Shores FL CONTRACTOR: GD Art Construction,Inc. Test No. 1 Location: East side of driveway Test No. 2 Location: Center of driveway Test No. 3 Location: West side of driveway Test No. Location: Test No. Location: Description of Material: _ Light tan sand w/rock fragments TEST NO. 1 2 3 DEPTH 12 11) 12f1 1211 FIELD DENSITY 115.7 114.9 115.0 MOISTURE CONTENT% 8.7 9.1 8.8 MAX.DENSITY IN THE FIELD% 99.5 98.8 98.9 COMPACTION REQUIREMENTS 98% 98% 98% %OF MAXIMUM DENSITY 100%MAXIMUM DENSITY(LAB) l 16.3 116.3 116.3 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS *Please note this is not a pad certification.A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Respectfully submitted, Tested By: JA SpA SA4UA• Checked By:WN ` � ;.t; 4 '+ is am Naam',lap P.E. �• 'rn '• DYNATECH ENGINEERING CORP. ;2 Florida Reg.No.39584 �;j — Certificate of Authorization No.:CA 5491 *A density test determines the degree of compaction of the tectal layer of material ori§f In o way shall a density test replace a soil bearing capacity determination. A soil boring test must be provided by client,prior to construction:to Zerify subsoif-toriditions. As a mutual protection to the clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. 3 750 WEST 84TH STREET.HIALEAH.FL 33014 PHONE(305)828-7499 PAX(305)828-9598 EMAIL•INFOODYNATECHENGINEEMNG.COM ` E�