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BPP-16-2400Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Perms to BPP -1 Permit Ty; P li iirlp+ Wo C Parcel Number 6-2400 siHot Tubs Von: New APPROVED Expiration: 06/2012017 Applicant 1060 NE 105 Street Miami Shores, FL 33138-2106 1122320280070 Block: Lot: DUPLEX 900 LLC Owner Information DUPLEX 900 LLC Address 44 W FLAGLER Street MIAMI FL 33130- 44 W FLAGLER Street MIAMI FL 33130- Contractor(s) CAIBAI CONSTRUCTION LLC Phone Cell Phone (786)229-2770 (786)470-4207 Phone Valuation: Total Sq Feet: Cell $ 33,000.00 450 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Work: Swimming Pool Additional Info: NEW SWIMMING POOL Classification: Residential Occupancy: Private Bond Return : Scanning: 4 Fees Due Bond Type - Contractors Bond CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $500.00 $19.80 $50.00 $14.85 $14.85 $6.60 $990.00 $120.00 $80.00 $12.00 $26.40 $1,834.50 Pay Date Pay Type Invoice # BPP -8-16-61132 12/22/2016 Check #: 371 08/26/2016 Cash Bond #: 3288 Amt Paid Amt Due $ 1,784.50 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Fence Final Pool Deck Wall Steel Review Electrical Review Electrical Review Planning Review Planning Review Building Review Building Review Building Review Structural Review Structural Review Structural Review Plumbing Review Plumbing 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 AFFID - + : certify at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zoni •y . .,_the ' re, I authorize the above-named contractor to do the work stated. December 22, 2016 Authorize,y�a� er / Applicant / Contractor / Agent Building .la': 'ent Copy Date December 22, 2016 1 1 BUILDING PERMIT APPLICATION TM:BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING 6 2016 FBC 200 5 -Ht) Master Permit No. b Q IES - Z11- Sub 4Sub Permit No. ❑ REVISION ❑ EXTENSION ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION CONTRACTOR cn) U{ ©(O t, (©c Sf Si,a�c�� Zip: City: Miami Shores County: Miami Dade Folio/Parcel#: Occupancy Type: S F-0nn -- Load: Construction Type: OWNER: Name (Fee Simple Titlehold : W) Address: City: ❑RENEWAL ❑ SHOP DRAWINGS Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: bz c) State: rL Zip: Phone#: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Cf-c9LA r Q CV\ � lJ Address: (0 j . k ,mC'�C(�? v rj `� (� — City: /" or State: D`' Zip: i y — Qualifier Name: C7 �.@ State Certification or Registration #: g Q Certificate of Competency #: Phone#: Phone#: DESIGNER: Architect/Engineer: Address: �� City: State: Value of Work for this Permit: $ r Square/Linear Footage of Work: Phone#: Type of Work: 12 Addition ❑ Alteration ❑ New ❑ Repair/Replace t�, C2 1� o ) Description of Work: Zip: 0 n Demolition Specify color of color thru tile: co/ccs Submittal Fee $ Permit Fee $ (ICJ 0 CCF $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) DBPR $ 1 d-1 •15 Notary $ Double Fee $ Bond $ 5O TOTAL FEE NOW DUE $ _� �M 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 OWNER or AGENT Signatu CO TRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this C.) day of ,20 tC ,by Cod VA!.\- ' Z. Sa y5d'')who is personally Ismowa to r1S.) day of V - , 20 eG , by , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ******************************* APPROVED BY (Revised02/24/2014) identification and who did take an oath. NOTARY PUB . Sign: Print: Seal: G ! • a MY COMMISSION #FF158432 <o? ` EXPIRES September 9, 2018 (407) 398-0153 FloridallotaryService.com Q*Q************************************************* ** ** ********* Plans Examiner ( Zoning Structural Review Clerk Property Search Application - Miami -Dade County OFFICE OF THE PROPERTV APPRA Summary Report Property Information Folio: 11-2232-028-0070 Property Address: 1060 NE 105 ST Miami ras.„FL 33138-2106 Owner DUPLEX 900 LLC $309,172 $309,172 Mailing Address 2300 MIAMI, FL 33130 USA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 2,752 Sq.Ft Living Area 2,232 Sq.Ft Adjusted Area 2,492 Sq.Ft Lot Size 11,250 Sq.Ft Year Built 1951 Assessment Information Year 2016 2015 2014 Land Value $337,712 $309,172 $309,172 Building Value $201,852 $203,534 $200,817 XF Value $12,086 $9,771 $9,875 Market Value $551,650 $522,477 $519,864 Assessed Value $551,650 $522,477 $519,864 Benefits Information Benefit Type 2016 2015 2014 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 32 52 42 MIAMI SHORES ESTATES PB 47-58 LOT 7 BLK 1 LOT SIZE 75.000 X 150 COC 22753-1816 09 2004 1 Page 1 of 1 SER Generated On : 8/26/2016 Taxable Value Information 2016', 2015; 2014 i 1 County Exemption Value $0 $0 $0 Taxable Value $551,650 $522,477 $519,864 School Board Exemption Value $0 $0 $0 Taxable Value $551,650 $522,477 $519,864 City Exemption Value $0 $0 $0 Taxable Value $551,650 $522,477 $519,864 Regional Exemption Value $0 $0 $0 Taxable Value $551,650 $522,477 $519,864 Sales Information Previous Sale Price OR Book - PageQualification Description 12/15/2015 $711,000 29916-0617 Financial inst or "In Lieu of Forclosure" stated 05/01/2015 $520,100 29608-1686 Financial inst or "In Lieu of Forclosure" stated 09/01/2004 $585,000 22753-1816 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 8/26/2016 Swimming pool contract Caibai Construction 10876 sw 24 terr Miami,Fl.33165 This contract is between: , �C7/1 C .S -i ' (the owner)and Caibai Construction (the contract) Project address:1060 NE 105 ST Project description:New pool construction with bench,baby beach and stairs Specification: 1.Engineering and permit -------------------------------_—$2'500 -Miami shores city department permit fee - building,electrical and plumbing permit -inspection coordination with city inspections 2.Poo1 structure - -$18'560 -swimming pool 15'x30' depth 3-5 ft Rectangular - baby beach 5ft length - swim - out 15'x16' 3.Pool Finishes $5'640 -tile:6" around the water line 1x1 - pool coping:coping travertine 12x24 -finishes:diamond brite cool blue 4.Pool Deck ------------------------------------------------__$3'200 -install 300 ft travertine deck above sand around the pool 5.Pool Plumbing $2'500 - 1 main drain line with 2 anti -vortex main drain - 3 return line - 1 large skimmer with 2" - 1 vacuum line 6.Pool Equipment -------- ---_--_--------$5'600 -pentair 150 sq ft filter -superflo pump 1 1/2 hp -1 led light Contract amount ( $38'000) • - Down payment 15% -----------$5'700 - At shotcrete 25%------------$9'500 -At piping and patio 30%--------$11'400 -At coping and tile 25%--- ----$9'500 -At completion 5%---- $1'900 • • • • • • • •• • •• • • • • • • • Y• • • • • •••• • • • • • • •••• • • • •• ••• • • • • ••• •• •• • • • • • • • • • • • • Customer signature • • • •• • •••• • • • • • .• • Miami Shores Village Building Department 10050 NE 2"u Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retSlned by 010o 1,L C- to perform special inspector services under the lorida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the 1O � 10 3 project on the below listed structure as of 10 -j 9 -1 (p (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: p .& 1(-- ® _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) — Miami Dade County Administrative Code, Article 11 Section 8-22 Special Inspector for Trusses > 35 ft. long or 6 ft. high X/Steel Framing and Connections welded or bolted Soil Compaction _ Precast Attachments _ Roofing Applications, Lt. Weight. Insul. Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* I. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perforin the duties assign by 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 Fundamentals fxarr!nation; • • • or registration as building inspector or general contractor. • • • • • • • • • • • • •• I (we) will notify the Miami Shores Building Department of any changes regarding authorizedw o iiel • • • performing inspection services.. •••• . • • • • ••• • I (we), understand that a Special Inspector inspection log for each building must be displayed iit•$••; .• •••• convenient location on the site for reference by the Miami Shores Building Department Inspecter.'Rll •• • mandatory inspections, as required by the Florida Building Code, must be performed by the n gores • Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to • ' the mandatory inspections performed by the department. Further, upon completion of work urde� ea.h 6.... Building Permit, I will submit to the Bui ding Inspector at the time of the final inspection the completed • ..• inspection log form and a sealed indicating that, to the best of my knowledge, belief and professional judgment thou _ s tieti ect outlined above meet the intent of the Florida Building Code ,gid are in substatt�t ' . c s 6l*proval plans. F•••• Engineer/Architect , • No. 62531 * Name ( tf Iw ��lt-fie Sig ed and Sealed = � * ; (/���(�/)P int //� /♦ 4'1/ 4M1R_ 17 • • • • • • • • • Swimming pool contract Caibai Construction 10876 sw 24 terr Miami,FI.33165 This contract is between: ic, 0-Z4 f S,y .-` (the owner)and Caibai Construction (the contract) RECE DEC 15 2016 Project address:1060 NE 105 ST Project description:New pool construction with bench,baby beach and stairs Specification: 1.Engineering and permit --------------------------------$2'500 -Miami shores city department permit fee -building,electrical and plumbing permit -inspection coordination with city inspections 2.Pool structure ----------------------------------$18'560 - swimming pool 15'x30' depth 3-5 ft Rectangular -baby beach 5ft length -swim - out 15'x16' 3.PooI Finishes --$5'640 -tile:6" around the water line 1x1 -pool coping:coping travertine 12x24 -finishes:diamond brite cool blue 4.Pool Deck----------_-_--------__m-----_-a-.---$3'200 -install 300 ft travertine deck above sand around the pool 5.Pool Plumbing-----------------------------------_- ----$2'500 - 1 main drain line with 2 anti -vortex main drain - 3 return line - 1 large skimmer with 2" - 1 vacuum line 6.PooI Equipment --------------------------- ----------$5'600 -pentair 150 sq ft filter -superflo pump 1 1/2 hp - 1 led light Contract amount ( $38'000 ) -Down payment - 15% $5'700 -At shotcrete 25%-----------$9'500 -At piping and patio 30% ------$11'400 -At coping and tile 25%------------$9'500 -At completion 5%-- -- $1'900 Customer signature rac dr signatur • • • • .• • • •.. • • • ..•• •• •• • .• • •.• • •• • • • • . ••• • • • .• • • • • • • • • • • • •• • ///I/fr Day • .•.• • . • •• Miami Shores Village Building Department 10050 NE 2"a Ave. Miami Shores, FL 33138 305-795-2204/Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by -e q� LLC to perform special inspector services under the Florida Building Code 5th Edition (2014) and mi Dade 99unty Administrative Code at the 1 D AJC l) Sr project on the below listed structure as of f 2--19-I (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: F - re e - I _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) _ Miami Dade County Administrative Code, Article 11 Section 8.22 Special Inspector for Trusses > 35 ft. long or 6 ft. high Steel Framing and Connections welded or bolted 2<‘Soil Compaction _ Precast Attachments _ Roofing Applications, Lt. Weight. Insul. Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative 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 assign by Special Inspector. The qualifications shall include Licensure as a' professional engineer or architect: graduation from an engineering education program in civil or structur 1 englligering;' graduation from an architectural education program; successful completion of the NCEES Fundamentals Theamitlation; ;'. '. or registration as building inspector or general contractor. • ' 1(we) will notify the Miami Shores Building Department of any changes regarding authorized jessotwel performing inspection services. "" • . . ... • I (we), understand that a Special Inspector inspection log for each building must be displayed i$'a s. • .0 convenient location on the site for reference by the Miami Shores Building Department inspector. Alt mandatory inspections, as required by the Florida Building Code, must be performed by the M rami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are ur ldditign to the mandatory inspections performed by the department. Further, upon completion of work under each Building Inspector at the time of the final inspection the completed ipdicating that, to the best of my knowledge, belief and (iject outlined above meet the intent of the Florida Building e� nprovat plans. ° No. i Engineer/Architect , * 62531 =y, * I " Name \/ (3.J`1 j7'Lt IJ(— Sign d and SealSTATE OP ; * rine Date: f2.---1.7: • °��� Address /--Ai /s s li ,,RIDA.- /s�oNAL - es- % NI/ iNo f (%� ."3l }Z Y �®1//1iIi x® Building Permit, I will submit tgg inspection log form and a lttli professional judgment\ .�ir Code and are in sub14 actaakfag. .... . . . .. • 2016 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT FILED DOCUMENT# L15000194734 Mar 23, 2016 Entity Name: DUPLEX 900 LLC Secretary of State CC9451308741 Current Principal Place of Business: 44 WEST FLAGLER ST SUITE 2300 MIAMI, FL 33130 Current Mailing Address: 44 WEST FLAGLER ST SUITE 2300 MIAMI, FL 33130 US FEI Number: 47-5613872 Name and Address of Current Registered Agent: ATRIUM CPA 44 WEST FLAGLER STREET SUITE 2300 MIAMI, FL 33130 US Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: ALINE DARMOUNI 03/23/2016 Electronic Signature of Registered Agent thorized PersonEs) Deta Title MGR Name BEN SOUSSAN, LAURENT Address 44 WEST FLAGLER ST SUITE 2300 City -State -Zip: MIAMI FL 33130 Title MGR Name SPORTICH, THIERRY Address 44 WEST FLAGLER ST SUITE 2300 City -State -Zip: MIAMI FL 33130 Date I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that 1 am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: LAURENT BEN SOUSSAN MGR 03/23/2016 Electronic Signature of Signing Authorized Person(s) Detail Date ENGINEERING & TESTING, INC. Phone: (866) 781-6889 •Fax: (866) 784-8550 wm!!oridaengineeringandtesting.com 250 S.W. 13th Avenue Pompano Beach, FL 33069 REPORT OF GEOTECHNICAL EXPLORATION FOR: Interior Designs & Development 1210 Cleveland Road Miami Beach, Florida 33140 PREPARED FOR: Proposed Swimming Pool 1060 N.E.105e' Street Miami Shores, Florida PREPARED BY: Florida Engineering & Testing, Inc. 250 S.W. 13th Avenue Pompano Beach, Florida 33069 (954) 781-6889 ON: May 16,2016 13E,C.EINTEVI AU ' 6 nib r • • • •• •.•• • • •. •• . •. • • .• •. . . . •••• .. • • • •• • •... . • •. •••• . . • •• ••• •• ••• • •.. • . • •. • .• •. . . .... . .• • • . . • :. • • • . TABLE OF CONTENTS I.) DISCLAIMER II.) COVER LETTER • SOIL STRATAS • WATER LEVELS • FOUNDATION RECOMMENDATIONS III.) STANDARD (DYNAMIC CONE) PENETRATION LOG(S) W.) FIELD SKETCH V.) MAP OF SUBJECT Slit, VL) GENERAL NOTES • • KEY CLASSIFICATIONS & SYMBOLS VII.) LIMITATIONS OF LIABILITY DISCLAIMER Our report findings are based on present onsite soil conditions encountered. It is iiktfinlittive thhrtou read our reports in their entirety and follow all recommendations as lusted. Fdib tt'to folio"; our recommendations, may result in delays and additional costs due to permitting. ages. dies {adding .... . .. Department, etc.) withholding a Certificate of Occupancy for your proposed structun4s).... .... . . . . . .... ..• . All recommendations shall be followed in order to receive a final certification, w o nay include but not be limited to density testing per lift of fill material, demucking verifications, piling i¶specttons. • Yn- addition, these reports are for foundation analysis only and shall not be used for excavating, bacikallirtg, or pricing estimates. • • • • . • • • • • . . Please schedule us at least 24 hours in advance for all tests and inspections. If you choose to use another engineering fmn for further testing and inspections, it is your responsibility to ensure that they provide you with the proper certification in writing, as outlined in our report. May 16,2016 Interior Designs & Development 1210 Cleveland Road Miami Beach, Florida 33140 RE: SUBSOIL INVESTIGATION Proposed Swimming Pool 1060 N.E. 105th Street Miami Shores, Florida ENGINEERING & TESTING, INC. Phone: (866) 781-6889 •Fax: (866) 784-8550 wuw.floridaengineeringandtesting.com 250 S.W. 13th Avenue Pompano Beach, FL 33069 Job Order No.: 16-1521 Dear Sir or Madam; Pursuant to your request, Florida Engineering & Testing, Inc., has completed a subsoil investigation on May 11, 2016, at the above referenced site. The purpose of our investigation was to verify subsoil conditions relative to the proposed structure(s) foundation preparation and design. Our recommendations are based on the assumption that the proposed structure(s) are as follows: a standard size gunite swimming pool. One (1) SPT boring was performed according to ASTM D-1586 down to a depth of twenty-five feet (25') below existing ground level (BEGL) (see attsched field sketch for locations). The following is a general condition for the subject site (see attached SPT Test Boring Report(s) for details): • • • • • Depth • ••• •• •• • • From To Soil Descriptions • • • • 0' - 2' Dark Grayish Brown Silty Fine Sand and Rock.. .. . 2' - 6' Peat 6' -10' Gray Fine Sand with Trace of Root • • • • • • • 10' -15' Light Grayish Brown Fine Sand with Little t inttone • • 15' - 25' Tan Sandy Limestone :• •• . .. . .... . . . • Groundwater table elevation was measured immediately at the completion of the boring and was found at a depth of six feet (6') BEGL. Fluctuation in water levels should be anticipated due to surface runoff tidal influences, seasonal variations, varying ground elevation, construction dewatering and pumping activities in the area. Site contractor must familiarize themselves with site conditions in the event groundwater controls and dewatering is needed. The contractor shall make sure that groundwater levels on adjacent properties are not affected by the contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level. . . . . . • . . . Page 2 May 16, 2016 Job Order No. 16-1521 Interior Designs & Development Proposed Swimming Pool 1060 N.E. 105th Street, Miami Shores, Florida: The boring log(s) attached present(s) a detailed description of the soils encountered at the 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. Unsuitable organic material was encountered at approximately two feet (2') down to six feet (6') BEGL. Ail unsuitable organic material encountered must be removed prior to construction of the proposed pool on a shallow foundation system. This information is intended for foundation analysis only; it is not to be used for excavating, backfilling or pricing estimates. Florida Engineering & Testing, Inc., shall be on-site to monitor the excavation of the organic material to ensure complete removal. Based on our understanding of the proposed structure and the information obtained from our field boring logs; we recommend the following procedures for shallow foundation preparation: Alternative I: Shallow Foundation Svstem (.After Excavation of Unsuitable Materials) 1) Locate the pool/spa and deck area, excavate and remove the layer of unsuitable organic material down to clean granular material located at approximately six feet (6') BEGL under all construction areas plus two feet (2') past the outer perimeter of the structure. To ensure proper removal of organic material dewatering the area is recommended. 2) All excavations shall maintain a minimum of 2 horizontal to 1 vertical (2:1) next to all foundations to prevent. undermining of existing foundations. If the required slope recommendations cannot be maintained, then shoring of the existing foundationsbe • . required to prevent undermining. • • • • • • • • . . 3) De -water .the bottom of the excavation and compact with a vibratory rolW4r3° a minimum of 95% of the A.S.T.M. D-1557 modified proctor method. •••• .. •• •• •••• • .• • 4) Backfill to proper pool bottom elevation if needed using a clean granular nbtititti plact dt lifts • not to exceed twelve inches (12") in thickness and compacted as per item 3.; • •• • • ' • • • • • 5) Care should be taken when using vibration in case of existing structures in i•'3 iff the construction area. If vibration cannot be used for compaction, static compac4ibn thay boti3pIied. • • However, in this case, the compacted layers should not exceed six inches (6") in thickness. • 6) All construction fill material shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than ten (10) percent fines passing a U.S. Standard No. 200 sieve (0.075mm). In order to ensure that the soils at the bottom of the pool are stabilized we recommend that a six (6) inch layer of D.O.T. number 57 stone be placed at the bottom of the pool foundation. 7) Representative samples of the on-site and proposed fill material should be collected and tested to determine the classification and compaction characteristics Page 3 May 16, 2016 Job Order No. 16-1521 Interior Designs & Development Proposed Swimming Pool 1060 N.E. 105th Street, Miami Shores, Florida: 8) Verify all densification procedures by taking an adequate number of field density tests in each layer of compacted material. 9) All Geotechnical work shall be performed under the supervision of a Geotechnical Engineer or his authorized representative. Provided the above foundation recommendations are achieved and verified; it is our opinion that the proposed structure can be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2,000 P.S.F. Bearing capacity certification requires satisfactory completion and verification of all the above foundation recommendations. If applicable, provisions shall be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures. If applicable, the seawall structure should be inspected to verify the structural integrity and prevent undermining due to the piling installation or excavation operations. Care should be taken to- avoid damaging seawall tiebacks. Alternative 11: Deep Foundation System If unsuitable organic material will not be removed completely then a deep foundation system is recommended. Deep foundation systems shall consist of one of the following alternatives: Allowable Pile Capacity in Tons Tension Alternative Pile Foundation Approximate Pile Depth AllowablePde .Capacity in Tons Contpre9sikm Pin Piles To Refusal 3 Inches 5 Tons 1 Ton Helical Piles 20' - 25' BEGL 3 Inches 10 Tons 4 Tons.. • BEGL— Below Existing Ground Level •••• • . • •• • •• • • • • Estimated Lateral Load for a Pile Top Deflection of of less than one (1) inch. Thgjarauosed rare. length • is based on the existing ground elevation at the time of drilling. Pile length maavary depending on . proposed grade beam elevation and soil profile. The minimum center to centeraf'piles or •adjacent foundations shall be not less than -twice the average diameter for round piles or t .l. •4es the:Venal dimensions of rectangular piles, but in no case less than thirty (30) inches. • • • - . • In the case of the pin or helical piles, a minimum of two (2) piles shall bd driten. to •determine • production pile length. Helical piles shall consist of Atlas, Chance, Ingal, or equivalent manuacturer. • Helical pile final bearing capacity is determined in the field based on final achieved torque as per proprietary manufacturer specifications and shall be placed under the supervision of our geotechnical engineer to verify achieved bearing capacities. 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. A licensed pile contractor shall be consulted to determine actual pile depth -and capacity. All work shall be in accordance with local building code and (if required) coastal zone construction requirements. All work shall be conducted by an experienced Florida Licensed Specialty Piling Contractor. The grout used in the pile installation shall develop a minimum compressive strength of 4,000 PSI at 28 days. Page 4 May 16,2016 Job Order No. 16-1521 Interior Designs & Development Proposed Swimming Pool 1060 N.E. 105th Street, Miami Shores, Florida: 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 to prevent excessive vibrations. In the event excessive vibrations are experienced during construction, alternative driving methods shall be implemented (i.e.: predrilling, jetting, hydraulic push, etc.) All slabs shall be designed as structural slabs spanning between supports and designed by a Florida Registered Structural Engineer and placed under the supervision of a Geotechnical Engineer to verify compliance with our recommendations. Provisions shall be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures. Mixing of different foundation types shall not be used unless provided with expansion joints to address differential settlement. If applicable, the seawall structure should be inspected to verify the structural integrity and prevent undermining due to the piling installation or excavation operations. Regardless of the thoroughness of a Geotechnical exploration there is always a possibility that conditions may be different from those of the test location(s); therefore Florida Engineering & Testing, Inc., does not guarantee any subsoil condition surrounding the bore test hole(s). For a more accurate portrayal of subsurface conditions, the site contractor should perform test pits. The discovery of any site or subsurface conditions during construction which substantially deviate from the information in our subsoil investigation should be reported to us immediately for our evaluation. In accepting this report the client understands that all data from this soil boring report is intended for foundation analysis only and is not to be used for excavating, backfilling, or pricing estimates. The site contractor must familiarize themselves with the job site conditions prior to bidding. • • • • • • • •• .••• • •• • As mutual protection to clients, the public, and ourselves, all reports are submit H;the ce ential • • property of clients, and authorization for publication of statements, conclusions, a$.oxtracts from or . regarding our reports is reserved pending our written approval. All work must be'txtnductect slide/ the • •. supervision of our Geotechnical engineer. All work shall be conducted in compliance with the lorida • • Building Code FBC and OSHA workers protection rules and all applicable Federa?,.$t'ate, C nitx and City rules and Regulations. • • •• • • Florida Engineering & Testing, Inc., appreciates the opportunity to be of service k ye at thi el ase of your project. If you have any questions or continents, please give us a call. We would be nloscd to help any way we can. It has been a pleasure working with you and look forward to doing so in the near future. : I' Sincerely, , Mark A. Mesianus,PIE. I Florida Engineer ,84 Toting, Inc. Florida Reg. No: , 82b22 Certificate of A} , o ition'No. 6923 • • SPT Test Boring Report Client: Interior Designs & Development Hole No: B-1 Project: Proposed Swimming Pool Date: 5/11/16 Address: 1060 N.E. 105th Street Miami Shores, Florida Location: See Attached Field Sketch Depth (Ft) Soil Descriptions Hammer stows N Penetration "N" Value 10 20 30 40 — — — — — _ -- 0' - 2' Dark Grayish Brown Silty Fine Sand and Rock 5 4 3 3 7 2' - 6' Peat 2 3 2 3 5 3 2 2 2 4 6' - 10' Gray Fine Sand with Trace of Root 1 1 1 2 2 5 4 4 5 8 I0 — —' — -- 20 10' -15' Light Grayish Brown Fine Sand with Little Limestone `- _— A— 5 S 6 8 11 15'-25' — — — —•Al,... A • . • .. 6 8 911 17 •�•••� • 4 i 4 1 — — — — —.� Tan Sandy Limestone -- - -- -- A • ... .. •. .. ' • . ! . .• '..' ... • . . 910 12 14 22 114•• • • I 1�•••• • /. i 1.1, 1 • . 30 , Water Level: 6'0" BEGL 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. A = Auger Ref = Refusal BEGL — Below Existing Ground Level 0 = Weight of Hammer t r •Mark(A. Melsiano, P,F:`:, Florida Ellpiekiiig.$r °''Testing:Inc. Florida'Ri .` 14 218802., Certificate o 'Aiiiiiorization No. 6923 •. 000 • • • • • •• • • • • •• • • • • • . 0 • • • • • • • . •••• • 1100 • • • • • • • • • • • • • • • • • •• • • • • . • • • • 0 • • • • • • . •. • • • • • • • • • • 00 • • • Field Sketch Not to Scale 1060 N.E. 105th Street Miami Shores, Florida • • • • • • • • •• • 0410 • • • • • • • • • • • • • • • • 0 • • • • • 00 • • 0•• • • • 600 • • 1060 N.E. 105th Street, Miami Shores, Fl - Bing Maps - Directions, trip planning, traffic ... Page 1 of 1 bing mapi 1060 NE 105th St, Miami Shores, FL 33138 . . . . . ..• ..• .. . . . •. . • . • •• • • • • • .. • .... • • • • . http://www.bing.com/mapspreview?q--1060+N.E.+105th.+Street%2c+Miami+Shores%2c+... 5/16/2016 GENERAL NOTES • Soil boring(s) on unmarked vacant property or existing structure(s) to be demolished should be considered preliminary with further boring(s) to be performed after building pad(s) are staked out. • 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. • It is not our fie1d inspector's responsibility to supervise, schedule, or stop any phase of the project. His/her responsibility is limited by the duties stated in the contract. • It is the client's responsibility to provide adequate safety for the site and personneL KEY CLASSIFICATIONS & SYMBOLS Correlation of Penetration Resistance with Relative Density and Consistency Sands Silts Clay Dynamic Cone Penetrometer (Penetrometer Resistance) 0- 10 10 - 25 25 - 45 45 - 75 75-120 > 120 0- 6 6- 15 15 - 30 30 - 45 45 - 90 90 -150 Standard Penetration Hammer Blows Soft Medium Moderately Hard Hard Very Hard 0- 3 3- 8 8-15 15-25 25-40 >40 0- 2 2- 5 5-10 10-15 15-30 30-50 Relative Density Very Loose Loose Firm Very Firm Dense Very Dense Very Soft Soft Firm Stiff Very Stiff Hard Particle Size Boulder Cobble Gravel Sand Silt Clay > 12in 3-12in 4.76mm - 3in 0.074mm - 4.76mm 0.005mm - 0.074mm < 0.005mm . . . . . Modffi s+ •••• • . •.• •• • • .. •Y • 0 - 5% Slightly Siltyycilayey 5-30% S' ylk'iayey: '•.• 30 - 50% Veo•S;rlty/Clmer. •• •• •• • 0 - 2% `LW Slight Tra@e 2- S% :li•t.raCe 5-10% 7tac 10 - 15% Little 15 - 30% Some > 30% With Rock Hardness Description Rock core crumbles when handled. Can break core with your hands. Thin edges of rock core can be broken with fingers. Thin edges of rock core cannot be broken with fingers. Rock core rings when struck with a hammer. •••• . . • • . . . LIMITATIONS OF LIABILITY WARRANTY We warrant that the services performed by Florida Engineering and Testing, Inc., are conducted in a manner consistent with the level of skill and care ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranties, expressed or implied, are made. While the services of Florida Engineering & Testing, Inc., are an integral and valuable part of the design and construction process, we do not warrant, guarantee, or insure the quality or completeness of services or satisfactory performance provided by other members of the construction process and/or the construction plans and specifications which we have not prepared, nor the ultimate performance of building site materials. As 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. SUBSURFACE EXPLORATION Subsurface exploration is normally accomplished by test borings. The soil boring log includes sampling information, description of the materials recovered, approximate depths of boundaries between soil and rock strata and groundwater data. The log represents conditions specifically at the location and time the boring was made. The boundaries between different soil strata are indicated at specific depths; however, these depths are in fact approximate and dependent upon the frequency of sampling. The transitions between soil stratum are often gradual. Water level readings are made at the time the boring was performed and can change with time, precipitation, canal levels, local well drawdown, and other factors. Regardless of the thoroughness of a Geoteclmical exploration there is always a possibility that conditions may be different from those of the test locations; therefore Florida Engineering & Testing, Inc., does not guarantee any subsoil condition surrounding the bore test holes. For a more accurate portrayal of subsurface conditions, the site contractor should perform tests pits. If different conditions are encountered, Florida Engineering & Testing, Inc., shall be notified to review the findings and make any recommendations as needed. LABORATORY AND FIELD TESTS Tests are performed in accordance with specific ASTM Standards unless otherwise indicated. All criteria included in a given ASTM Standard are not always required and performed Each test report indicates the measurements and determinations actually made. ANALYSIS AND RECOMMENDATIONS The Geotechnical report is prepared primarily to aid in the design of site work and structural foundations. Although the information in the report is expected to be sufficient for these purposes, it is not intended to determine the cost of construction or to stand alone as construction specifications. In accepting this report the client understands that all data from the soil boring is intended for foundation analysis only and is not to be used for excavating, backfilling or pricing estimates. The site contractor must familiarize themselves with the job site conditions. Report recommendations are based primarily on data from test borings made at the locations shown on the test boring reports. Soil variations may exist between borings and may not become evident until construction. If variations are then noted, Florida Engineering & Testing, Inc., should be contacted so that field conditions can be examined and recommendations revised if necessary. The Geotechnical report states our understanding as to the location, dimensions, and structural features proposed of the site. Any significant changes in the nature, design, or location of the site improvements must be communicated to Florida Engineering & Testing, Inc„ so that the Geotechnical analysis, conclusions, and recommendations can be appropriately adjusted. •• • • • • r oP Y J • • •▪ • •. . •. • CONSTRUCTION SERVA.WO S Construction observation and term* is an importan• t elem t • • of Geotechnical services. The'tsso itical33if fer''s Fieljl... Representative (Field Rep.) is tl;a :owner's xepsentativen.. • observing the work of the contsa'otnr, perfoirag tests, and.... reporting data from such taste unci observations. The .' Geotechnical Engineer's Field lepresentative does not direct..:. the contractor's construction n!sgsiethods, operations,.or personnel. The Field Rep. does not inters with ate relationship between the owner and the c>antraCtor, and except as an observer, does not become a substitute owner on site. The Field Rep. is only collecting data for our Engineer to review. . • . The Field Rep. is responsible for his/her safety only, but has no responsibility for the safety of other personnel and/or the general public at the site. If the Field Rep. does not feel that the site is offering a safe environment for him/her, the Field Rep. will stop his/her observation/ testing until he/she deems the site is safe. The Field Rep. is an important member of a team whose responsbiity is to observe the test and work being done and report to the owner whether that work is being carried out in general conformance with the plans and specifications. . • DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency ELEVATION CERTIFICATE IMPORTANT: FOLLOW THE INSTRUCTIONS ON PAGES 9-16 1604.1999EC OMB Control Number 1660-0008 Expiration: 11/30/2018 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) Insurance agent/company, and (3) building owner. SECTION A - PROPERTY INFORMATION FORM INSURANCE COMPANY USE Al. Building Owner's Name Florida Trio Invest Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1060 NE 105TH STREET P�Y NAIC Number: City MIAMI SHORES state FLORIDA Zip Code 33138 A3. Property Description LOT 7, BLOCK 1, MIAMI 58, OF THE PUBLIC RECORDS M. Building Use (e.g., Residential, A5. LatitudeiLongitude: A6. Attach at least 2 photographs A7. Building Diagram Number A8. For a building with a a) Square footage of b) Number of permanent crehMspace or enclosure(s) above adjacent grade c) Total net area of flood d) Engineered flood (Lot and Block Numbers, Tax Parcel Number, Legal Description, SHORES ESTATES, ACCORDING TO THE MAP OR PLAT THEREOF, OF MIAMI-DADE COUNTY, FLORIDA. Non -Residential, Addition Accessory, etc.) RESIDENTIAL Lat. 25.8740004 N Long•80.1837281 W Horizontal Datum: etc.) AS RECORDED C- NAD 1927 insurance. building with an attached footage of attached garage of pemhanent flood openings garage within grade area of flood openings flood openings? IN PLAT BOOK 47, PAGE Q NAD 1983 garage: 400 sq ft of the building if the Certificate is being used to obtain flood 8 crawispace crawlspace flood openings within openings openings? or enclosure(s): A9. For a or enclosure(s)2200 sq ft a) Square in the b) Number 1.0 foot In the attached 12 above adjacent 1.0 fool 0 in A8.b 2016 sq in c) Total net in A9.b 0 • • &FIff C Yes a No d) Engineered r Yes • •fR No •••• •• • •• • SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION •• •• • 81. NAP Community Name & Community Number THE VILLAGE OF MIAMI SHORES 120652 B2. County Name • MIAMI-DADE • • • • 133. State • FLORIDA • B4. Map/Panel Number 120860-0306 85. Suffix L 86. FIRM Index Date 9/11/2009 B7. FIRM Panel Effective/ Revised Date 09/11/09 B8. Flood Zone(s) AE 139. Faso iniad Elevatrpn(%), . (irir,eo•N: use bas•°d• dee* •• •• 8 B10. indicate the source of the Base Flood Elevation (BFE) data or C FIS Profile 6( FIRM (' Community Determined C, Other/Source: B11. Indicate elevation datum used for BFE In Item 89: a NGVD B12. Is the building located in a Coastal Barrier Resources System Designation Date: C CBRS C' OPA • base flood depth entered in Item 89: • • • • • • • • • ' 1929 r NAVD 1988 C Other/Source: (CBRS) area or Otherwise Protected • • • • • • •••• • • I Area (OPA)? C Yes a N:. c SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 01. Building elevations are based on: C Construction Drawings* C Building Under Construction"' 4( Finished Construction C2. Elevations - Zones Al - A30, AE, AH, A (with BFE), VE, V1 - V30, V (with BFE), AR, AR/A. ARAE, AR/A1 - A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. * A new Elevation Certificate will be required when construction of the !wilding is complete. Benchmark Utilized: L -NET GPS NETWORK ; : Vertical Datum: NAVD 88 Indicate elevation datum used for the C Other/Source: Datum used for building elevations must a) Top of bottom floor (including basement, b) Top of the next higher floor c) Bottom of the lowest horizontal structural d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment (Describe type of equipment and location f) Lowest adjacent (finished) grade next g) Highest adjacent (finished) grade next h) Lowest adjacent grade at lowest elevation structural support elevations in items a) through h) below. 4( NGVD 1929 C NAVD 1988 Check the measurement used. a feet (- meters 4c feet (' meters IR feet (-' meters a feet C meters a feet C maters a feet C meters uR feet (' meters a feet C meters be the same as that used crawlspace, or enclosure member (V Zones only) servicing the building in Comments) to building (LAG) to building (I-IAG) of deck or stairs, including for the BFE. floor) ` 4 - 49 7 - 78 N/A - 3 - 16 _ 5 05 4 - 45 4 - 59 NIA - FEMA Form 086-0-33 (7/15) Replaces all previous editions. Page 3 of 15 ELEVATION CERTIFICATE OMB Control Number. 1660-0008 Expiration: 11/30/2018 1604.1999EC SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. 1 certify that the information on this Certificate represents my best efforts to Interpret the data available. 1 understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. -i.•� Were latitude and longitude in Section A • Check here if attachments. provided by a licensed land surveyor? C Yes a No RT I F ICA � G� 2F �. No. 6473 Certifiers Name RON WALLING License Number LS6473tit et.). Title PROFESSIONAL SURVEYOR AND MAPPER Company Name EXACTA LAND SURVEYORS, INC�p� .17 STATE OF q4 a Address 11940 FAIRWAY LAKES DRIVE SUITE 1 City FT. MYERS State FL Zip Code 33913 cd, �$ `rj0,�, O R 1 9 S' Signature Date Telephone 41. SURVEY t,,f(w. 4/27/2016 P: (866)735-1916 4/27/2016 Copy both sides of this Elevation Certificate for (1) community offldal, (2 insurance agent/company, and (3) building owner. Comments (including type of equipment and location , per C2(e), if applicable)" NOTE: CZE = AC UNIT PAD. NOTE: THIS ELEVATION CERTIFICATE IS ONLY VALID FOR THE PERSON OR PERSONS NAMED ON THIS CERTIFICATE. THIS CERTIFICATE IS FOR FLOOD INSURANCE PURPOSES ONLY. THE INFORMATION ON THIS CERTIFICATE SHOULD NOT BE USED FOR CONSTRUCTION OR PLANNING. THE ELEVATIONS HAVE BEEN CONVERTED TO NGVD29 DATUM WITH A CONVERSION FACTOR OF +1.55'. ••••• • • •••• •. • •• • •..•. SignaturethDat. • • • 4/27/2016 . • SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONJr74•(14lT 1OUT BFE).• For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR-F tteguest, complete • - Sections A, Band C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rloopgly,p0tgr meters. • • • • • • • • El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation Is 81So4 dr below the • • highest adjacent grade (HAG) and the lowest adjacent grade (LAG).• • • - • • - • a) Top of bottom floor (including basement, crawlspace, • WA - a• feet r meters • above or r : elow thil roc. or enclosure) is •• • ••-• b) Top of bottom floor (including basement, crawlspace, N/A - iX feet C meters • above or ■below the INS or enclosure) Is E2. For Building Diagrams 6 -9 with permanent flood openings provkied in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is N/A - a feet C meters ■ above or • below the HAG. E3. Attached garage (top of slab) is N/A - (,Q feet C meters ■ above or ■ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is N/A - R feet C meters • above or • below the HAG. E5. Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? C Yes C No C Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name: Address City State ZIP Code Signature Date Telephone Comments • Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces aN previous editions. Page 4 of 15 1604.1999EC OMB Control Number: 1680-0008 ExpIratlon:11/3012018 SECTION $3 - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance A, B, C (or E), and G of this Elevation Certificate. 010. In Puerto Rico only. enter meters. to administer the community's floodplain management ordinanos can complete Sections Complete the applicable item(s) and sign below. Check the measurement used in Items 08 - from other documentation that has been signed and sealed by a licensed surveyor, engineer, certify elevation information. (Indicate the source and date of the elevation data in the E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone is provided for community floodplain management purposes. 01. • The information in Section C was taken or architect who is authorized by law to Comments area below.) 32.• A community official completed Section AO. G3. I The following information (Items G4 -G10) G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has bean issued for. r New Construction G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the site: G10. Community's design flood elevation. r Substantial Improvement - C feet C' meters Datum bucking - C feet C meters Datum - C feet C .d. lb Datum Local Official's Name Title Community Name Telephone Signature Date • • • • • •• • •• • Comments • • •• • • • •••• •• • • • • • •••• • •• •••• • • • • •• •• •• • • • • • • • • • • • • • • •• • •••• • • ■ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Page 5 of 15 BUILDING PHOTOGRAPHS See instructions for Item A6 1604.1999EC OMB Control Number: 1660-0008 Expiration: 11/30/2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg_ No.) or P.O. Route and Box No. Policy Number. 1060 NE 105TH STREET City State Zip Code MIAMI SHORES FLORIDA 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front view" and Rear view"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FRONT PROPERTY PICTURE 4/27/2016 RIGHT PROPERTY PICTURE 4/27/2016 • • REAR PROPERTY PICTURE 4/27/2016 • •• • LEFT PROPERTY PICTURE • 4/27/2016 •••• FEMA Form 086-0-33 (7/15) Replaces all previous editions. Page 6 of 15 • • 4 BUILDING PHOTOGRAPHS Continuation Page 1604.1999EC OMB Control Number: 1680-0008 Expiralon:11/30/2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FORM INSURANCE COMPANY USE Building Street Address (including Apt., Unii,Suite, andlor Bldg. No.) or P.O.Route and Box No. Policy Number. 1060 NE 105TH STREET City MIAMI SHORES State FLORIDA Zip Code 33138 Company NAIC Number. If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; Front View" and "Rear View' and, if required, 'Right Side View" and °Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. ••• • • • • •••• • • • •• • •• • • • •• • • • •••• •• • • • • • •••• • •• • • •• •• • • • •• •••• • • •• • • • • • • • • •• • •••• • FEMA Form 086-0-33 (7/15) Replaces all previous editions. Page 7 of 15 PREPARED BY Land Surveyors, Inc. www.exactaland.com Toil Free 866-735-1916 • F 866-744-2882 PROPERTY ADDRESS: 1060 NE 105TH STREET MIAMI SHORES, FLORIDA 33138 FIELD WORK DATE: 4I27/2016 REVISION DATE(S): (REV6 4/2812016) 1604.1999 BOUNDARY SURVEY MIAMI-0ADE COUNTY TABLE: L1 N 89'46'10" W 400.00' (P) N 89'46'10" W 400.00' (M) L2 S 0'13'50" W 25.00' (P) S 0'02'46" E 25.02' (M) L3 S 89'46'10" E 375.00' (P) S 89'46'10" E 375.00' (M) w_•;ces SURVEY NUMBER: 1604 1999 LOT 6 BLK 1 NOTES: LOT APPEARS TO BE SFR,cm BY CITY WATER AND SEWER FENCE OWNERSHIP NOT DETERMINED I hereby ce hereon des• my direct,. no _ and belief ``t i �� '1 of a su'A�!�4 set forth Surveyors Florida Admin, dory Survey of the been made under f my know/edge I/2" FR NO D • A t/2"`FIR m FAS c/"E co^ LOT 8 3„n3 BLK •1•• • ••• I'i3 •• ynN• • • •••IMp •• • In: ••• b •fn • • • •9180 a • • •'r UNE •••• • • • •• • ON UNE LOT 7 BLK 1 0.2' EN • 1 • • •• •1 ••,•4• • • • • • • ▪ '2• • • • • • •< • ••••r • • •• 0.1'0N F �• / .S W/C urate representation dards of Practice of Professional er 5J-17 of the WILLUIM E. LUCAS Scute of Florida Professional Surveyor and Mapper Limns, No. 5782 30 N 89'46'10" W 75.00' P) N 89'40'59" W 74.73' (C BICAYNE SANAL 30 GRAPHIC SCALE (In Feet) 1 inch = 30' ft. Use of This Survey for Purposes other than Intended, Without Wrinen Verification, will beat the User's Sole Risk and without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rlghte ne Benefits to Anyone Other than those Certified FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE AE (WITH A BASE FLOOD ELEVATION OF 8) THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES, COMMUNITY NUMBER 120652, DATED 09/11/09. CLIENT NUMBER: 1 DATE: 4/28/2016 BUYER: Florida Trio Invest POINTS OF INTEREST NONE VISIBLE SELLER: Florida Land Title Association AFFILIATE MEMBERS CERTIFIED TO: FLORIDA TRIO INVEST This is page 1 of 2 and is not valid without all pages. EXACTA Land Surveyors, Inc. wwweaactelandown P.066-735.1916. F.866 744 2882 !3 L84 7337 11940Fabe yLakes Drive, Suite 1. Ft Myers, FL 33913 '-- OW 1 A' i 3311 REPORT OF SURVEY 1604 1999 This is page 2 of 2 and is not valid without all pages. LEGAL DESCRIPTION: LOT 7, BLOCK 1, MIAMI SHORES ESTATES, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 47, PAGE 58, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. JOB SPECIFIC SURVEYOR NOTES: THE BEARING REFERENCE OF NORTH 0 DEGREES 13 MINUTES 50 SECONDS EAST IS BASED ON THE PROPERTY LINE OF LOT 7, BLOCK 1, LOCATED WITHIN MIAMI SHORES ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 47, PAGE 58, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. Afar GENERAL SURVEYOR NOTES: 1. The legal Description usedto perfomoth0 survey was supplied by others.This survey does not determine or imply ownership 2. This survey only shows hnprovements found above ground. Underground footings, utilities and encroachments arena( located on this survey map. 3. If there is a septic tank, or drain field shown on this survey, the location Is approximate as the location was either shown to Exacta by a third party or !was estimated by metal detectkm, probing rods, and visual above ground inspection only. No excavation was performed in order to determine the exact and accurate location_ 4. Tho survey a exdusiveiy tor the use of the parties to whom R is certified 5. Additions or deletions to the survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or patties 6. Dimensions are In feet and decimate thereof. 7. Due to varying construction standards, house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only. Research to obtain such data was performed atwwwiemagov. 9. All comers marked as set are at a minimum a if -diameter, 18" iron rebar with a cap stamped L8a7337. 10. you are reading the survey in an electronic format the Information contained on this document Is onyvalid r this document u electronkely signed as specified in Chapter SI -17.062 (3) Of the Fkxida Administrative Code and Florida Statute 472.025. The Electronk Signature Fife related to this document is prominently displayed on the Invoice for this survey which h sent under separate cover. Manually signed and sealed logs of all survey signature files are kept In the office of the performing surveyor. If the document is In paper format It is not valid without the signature and enginal raised seal of a Florida Licensed Surveyor. 11. Unless otherwise noted an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property. 17. The symbols reflected In the legend and on this survey may have been enlarged or reduced for dartty. The symbols have been plotted at the center of the field location, and may not represent the actual shape or size of the feature. 13. Points of Interest (POI'S) are selected aboveground improvements which may be In conflict with boundary, budding setback or easement lines, as defined by the parameters of this survey There may be additional POFs which are not shown, not caledaut as POfs, or which are otherwise unknown to the surveyor. These P035 may not represent all items of interest to the viewer 14. Utilities shown on the subject property may or may not Indicate the existence of recorded or unrecorded utility easements. 15. The information contained on this survey has been performed exclusively, and is the sok responsibility, of Exacta Surveyors. Additional logo or references tothird party firms are for Informational purposes only. 16. Pursuant to FS. 558.0035, an individual employee or agent may not be held individuaNy liable for negligence. 17. House measurements should not be used for new construction or planning. Measurements should be verified prior to such a<uvey. •• LEGEND: I•clnss�,M,� SIKICSIW o•w+AtarWuieia 133040,0 VOW MINIMS •rOu a CE oaeew� 3UON10IMt WAIL Olt waywML WOOD 3000 VW. MIX- SWAGE 000 SWAGE 1YT0, 5oxsa11M11m mewls =mew alaal>=1 welt 1 l tow 91WEOL7s n�®-- ® MKS WAR f mlmaue A 021150. AM0L or DIVA y�i COWI N 0003.00, CORM. PORT COaf$4e Moa3E) aryMO. 03TO) WOW WSW( 0503•M' • M no 110 91311113011 GI WIW MOHOR O 3.310100 e ler o mu* ca 11aor POLL Wet ELECTRONIC SIGNATURE: In complete a:c:Nance wish Florida Statute 472.025 and Pursuant to t6: Electronic Signature Act of 130o or ri_nde Star -lc TRS x)(0)0. 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LLaL Wt0M100000 WattIVOICEIPSOMIlt LLL 3010303030ome PAIL rte* U IDIOM omen Ont 3000050 0. 0*0 S�MIMIER NNT 0.003L 30004 Warne IaYalale)00. O 311 USW 333 .IS UL U40108 0 PRINTING INSTRUCTIONS: OFFER VALID ONLY FOR: Florida Trio Invest 1. While viewing the survey m Adobe Reader, select the "Prim' button under the "File" tab. 2. Select a printer wrh legal sized paper. 3. Under"Print Range` dick select the "AN" toggle 4. Under the "Page Handling" section, select the number of copies that you would like to print 5. Under the' Page Scaling" selection drop down menu. select 'None." 6. Uncheck the 'Auto Rotate and Center' checkbox. 7. Check the "Chooz Paperolen by PDF" dseckbox. 8. Gidc OK to print 110MNrrtw BAG7t+OWE 1 In the main print screen, choose "Properties". 2. Choose "Quality" from the options. 3. Change from "Auto Color" or "Full Color' to "Gray Scale". Exacta Land Surveyors, Inc. L83 7337 ••••�• • • • • • ••• • • • •• • EXACTA 5% off I LIP 7(785001 1 ANY FUTURE SURVEYING SERVICES ON THIS PROPERTY www.exactaland.com P.866-735-1916.1866-744-2882 11940 fairway Lakes Dove, Suite 1 • Ft. Myers, FL 33913 • • • • Vicente Franco, PE 10776 NW 84 LN #5 MIAMI, FL, 33178 INSPECTION LOG DUPLEX 900 LLC 1060 NE 10 T Permit 1 - 00 According to visual inspection, I hereby attest that to best of my knowledge and professional judgment that the existing soil conditions are in compliance with the footing allowable bearing pressure of 2000 PSF. Should you have any question please don't hesitate to contact our office, respectfully submitted, 111111, .-- 62531 , TpJEqI Rk0. Vicente Franco, PE Lic. No. 62531 01/04/17 vfranco9876@gmaiLeom Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: _Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted Soil Compaction _ Precast Attachments _ Ro ng Applications, Lt. Weight. Insul.Conc. ther k • Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative 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 assign by 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 Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department. Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approval plans. Engineer/Architect Name Signed and Sealed Print Date: Address