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BPP-15-685 (2) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-231082 Permit Number: BPP-3-15-685 Scheduled Inspection Date: July 26,2016 Permit Type: Pobls/ Whirlpools/Hot Tubs Inspector: Mesa,Michel Inspection Type: Final Owner: TURK,JAMES AND JANINE Work Classification: New Job Address:1275 NE 94 Street Miami Shores,FL 33138-2946 Phone Number Parcel Number 1132050100090 Project <NONE> Contractor: DESIGNER POOLS INC Phone: (305)969-6300 Building Department Comments In ractto Pasised Comments NEW POOL AND DECK INSPECTOR COMMENTS False 12-22-15 As requested this permit has been extended for 6 month. Inspector Comments Passed Failed Correction Needed El Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. 16 July 25,2016 For Inspections please call: (305)762-4949 Page 1 of 42 P f ,ta BPP-3-1 5- 5 '- ' esi< s i,` Miami Shores Village 1'ermrt Ty77e:PooiTrlp+lat?t Tubs 10050 N.E.2nd Avenue NE Wb*C/a �ific�n; , Miami Shores,FL 33138-0000 �- 1'et 1t Statu,$.'APPROVED Phone: (305)795-2204 OR Expiration: 11/17/2015 Issua data.512'(1 � Project Address Parcel Number Applicant 1275 NE 94 Street 1132050100090 JAMES AND JANINE TURK Miami Shores, FL 33138-2946 Block: Lot: Owner Information Address Phone Cell JAMES AND JANINE TURK 2020 N BAYSHORE Drive MIAMI FL 33137- 2020 N BAYSHORE Drive MIAMI FL 33137- Contractor(s) Phone Cell Phone Valuation: $ 25,000.00 I DESIGNER POOLS INC (305)969-6300 Total 5q Feet: 259 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Fence Date Denied: Final Type of Work:Swimming Pool Occupancy:Private Pool Deck Additional Info:NEW POOL AND DECK Bond Return: Wall Steel Classification:Residential Scanning:4 Review Electrical Review Electrical Review Planning Review Planning Review Building Review Building Review Plumbing Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Plumbing Review Structural CF Fee $50.00 Invoice# BPP-3-15-54950 Review Structural CO/CFee $11.25 03/26/2015 Check#:8304 $200.00 $914.50 DBPRDCA Fee $11.25 05/21/2015 Check#:008359 $914.50 $0.00 Education Surcharge $5.00 Permit Fee $750.00 Plan Review Fee(Engineer) $160.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $12.00 Technology Fee $20.00 Total: $1,114.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibilglL, e by either myself, my agent, servants, or employe I understand that separate permits are required for ELECTRICAL,PLUMBING,MEOWS,DOORS,ROOFING and SWIMMING POOL wo k. OWNERS AFFIDAVIT: I certify that all thetion is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I autmed contractor to do the work stated. May 21, 2015 Authorized Signature:Owner / !Alplicant / Contractor / Agent Date Building Department opy May 21,2015 1 Miami Shores Village Building Department - � TSD 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 MAR 2 6 2015 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 BY: FBC 201 BUILDING Master Permit No. j3l'{{��2JS PERMIT APPLICATION Sub Permit No. ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [-]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Q 7 tie 9 ' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: F�Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Ti ��► lJ Y 1�' Phone#: Address: City: 95tate: `I � Zip: Tenant/Lessee Name: Phone#: Email: /� CONTRACTOR:Company Name: �JJn s: ��we VZ -et, s Phone#: 3 o,- L T4 3 a 0 Address: City: -\`A, P., � r";;F & State: Zip: 3 3 I YL Qualifier Name: a-/R r- er A4-c Phone#: 3OT-A 1911 `f State Certification or Registration#:C P c Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ r�si by 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration Q New ❑ Repair/Replace ❑ Demolition Description of Work: ¢+.+ 900L :::ED-e C Specify color color thru tile: P o Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Dopble Femme$ Structural Reviews$ Bo d$ - 0.l�� (— �S I TOTAL FEE NOW DUE$ 5aI �'I • S;O (Revised02/24/2014) f , 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 Signature /9 ON R or GENT CONTRACTOR The foregoing instrument s/acknowledged before me this The foregoing instrument was acknowledged before me this 7 day of F{l 120/r by /J0 day of 4�ft�'' ,20 1J , by who i ers�known to ,70 sC� � Q;,a ,who' personally k own to me or who has produced ,+ 7-ya"�4 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: �� Print: u i S ��' Pri /3 Av -gAa NELSON SUAREZ Seal: LUIS GARCIA Sea :,`?: �E 'i '1 MY COMMISSION#FF136345 .: r MY COMMISSION#EE 155795 ';F IXPIRES:December26,2015 -','A' pd''�' EXPIRES June 25,2018 Bonded Nu Notivy Public Urowm*ers (407)398-0183 F1 COM 4 t G (' APPROVED BY —Ul Plans Examiner �J^ Zoning ILA, Structural Review Clerk (Revised02/24/2014) KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD c, �cpcl'45�6981 � The RESIDENTIAL POOUSPA CONTRACTOR Named below IS CERTIFIED , Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 GARCIA, JORGE LUIS 0 Q DESIGNER POOLS INC 13330 SW 205 LANE MIAMI FL 33177 ISSUED: 06/18/2014 _-- DISPLAY AS REQUIRED BY LAW SEQ# L1406180001444 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT ABILL-DO NOT PAY LBT 5512935 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES DESIGNER POOL INC RENEWAL SEPTEMBER S 2015 12252 SW 128 CT BAY 105 5753174 MIAMI, FL 33188 Must be displayed at place of business Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED DESIGNER POOL INC 196 SPECIALTY PLUMBING BY TAX COLLECTOR C/O JORGE LUIS GARCIA PRES CONTRACTOR 75.00 09/25/2014 WOrker(s) 1 CPC1456981 CREDITCARD-14-040469 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a lice, Permit or a certification of the holder's qualficetions,to do business.Holder must comply with any gpvermnemal or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above most be displayed on all commercial vehicles-Miami-Dade Code Sec$a-27& ®M For more Information,visit www nlamidede nftw=lte . CERTIFICATE OF LIABILITY INSURANCE _ DA 3/12/15 n PRODUCER Florida Bankers Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 7278 SW 8 Street ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR i Miami,FL 33144 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (305)266-6493 Fax (305)262-0679 INSURERS AFFORDING COVERAGE NAIC# ! INSURED DESIGNER POOLS INC wsURERA- ATLANTIC CASUALTY INSURANCE- C--12252 SW 126 Ct #105 INSURER B: INSURER C: _ MIAMI, FL 33196- INSURER D: 1(305)969-6300 INSURER E: i COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD IND? ATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CE TIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLU IONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR INSRD DATE MM/DD DATE MMIDD LIMITS GENERAL LIABILITY EACH OCCURRENCE 300,000.00 Q COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED L1440017554 12/11/14 12/11/15 PREMISES Ea occurence), 100,000.00 ❑❑ CLAIMS MADE 0 OCCUR MED EXP(Any one person) 5,000.00 A ❑ ❑ PERSONAL&ADV INJURY 300,000.00 ❑ GENERAL AGGREGATE 300,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG 300,000.00 0 POLICY ❑PROJECT ❑ LOC r-- - —— AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ ANY AUTO (Ea accident) ❑ ALL OWNED AUTOS BODILY INJURY ❑ ❑ SCHEDULED AUTOS (Per person) ❑ HIRED AUTOS ❑ NON OWNED AUTOS BODILY INJURY I I ❑ (Per accident) PROPERTY DAMAGE ❑ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ❑ ❑ LY: ANY AUTO AUTO TSE_ACC _ AGG EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE ❑ ❑ OCCUR ❑ CLAIMS MADE AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND E] WC STATU- ❑ OTH- EMPLOYERS'LIABILITY TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT OTHER I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS LIC.#CPC 1456981 I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED F OLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING NSURER WILL ENDEAVOR TO MAIL MIAMI SHORES VILLAGE BLDG. DEPT. 30 DAYS WRITTEN NOTICE TO THE ERTIFICATE HOLDER NAMED TO 10050 NE 2ND AVE THE LEFT,BUT FAILURE TO DO SO SHALL I RPOSE NO OBLIGATION OR LIABILITY MIAMI SHORES, FL 33138 OF ANY KIND UPON THE INSURER,ITS AGE ITS OR REPRESENTATIVES. FAX:305-756-8972AUTHORIZED REPRESENTATIVE I ACORD 26(2001/08)QF ©ACORD CORPORATION 1988 Report Viewer Page 1 of 1 0r1 , 100"fie ,IH ��Rw vice+�' JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 3/25/2015 EXPIRATION DATE: 3/24/2017 PERSON: GARCIA JORGE L FEIN: 651114550 BUSINESS NAME AND ADDRESS: DESIGNER POOLS INC 12252 SW 128TH COURT UNIT 105 MIAMI FL 33186 SCOPES OF BUSINESS OR TRADE: LICENSED POOL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this Chapter Dpyy filing a certificate of election under this section rtmy nctrecover bensib or w sation under this chapter.Pursuentto Chapter 440.05(12),F.S.,CentiBcates of elec9ion to be exempt..apply only within the scope of the Duainess or trade Iistetl on the notica of election to be exempt PuBuerd to Chapter 440.05(13),FS.,Notices of eDMbn to be exempt end cerffficates of election m be exempt shall be sub to revocation it ct any bme afterthe fiUng of Ne rrobce or the issuanos of the certificate,the person named on the=or certificate no longer rose the regdrements of this section for Issuance of a certificate.The department shall revoke a certificate at DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 https://apps8.fldfs.com/crreportviewer/reportViewer.aspx?data=kdvpginc9D7Q�gH6TER6... 3/26/2015 Miami, Shores V 1511 nuil" Building Department � RZpA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-tame or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if- 1. f1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership- 2. The officer is listed as an officer of the corporation in the recQs of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: 1 , () O er State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of A49W '20�f By �+^ j �V`P h�personally tome or hasien pr laced asd identification. o Notary: ;°` ELS U 1 , r MY CO MISSION# 36345 SEAL: e#,µaN ?' EXPIRES June 2K 2018 (407)398-0153 Floridawtaryservlce.com M?; g ee on 01 12252 SW 128th Court, Unit 105, Miami FL 33177 305.969.6300 designerpoolsonline@amail.com March 24, 2015 Miami Shores Village Attn: Building Department 10050 NE 2nd Avenue Miami Shores FL 33138 State of Florida County of Miami-Dade Before me this day personally appeared, Jorge L Garcia who, being duly sworn, deposes and says: That he will be the only person working on the project located at 1275 NE 94th Street. Sworn to (or affirmed) and subscribed before me this 24th day of March, 2015, by Nelson Suarez. Jorge L Garcia is personally known to me. Notary: Nelson Suarez NELSON SU AREZ MY COMMISSION#FF136345 1 � Page EXPIRES June 25,2018 .7)358-0153 FlorldallotarpService,com 12252 SW 128th Court, Unit 105,Miami FL 33177 305.969.6300 designerpoolsonline@gmail.com December 16, 2015 Miami Shores Village Attn: Building Department 10050 NE 2nd Avenue Miami Shores FL 33138 DEC 17 2015 RE: Building Permit- BPP3-15-685 Address- 1275 NE 94th ST Home Owner-James Turk To Whom It May Concern. This is letter is to request an extension for the permit listed above. Currently other structures are being built on the property, impeding the construction of the pool at such site. The permit will expire before we can continue. At this time we would like the extension in order to finish pool construction as soon as work on the property allows for such. Regards, X 71ez Jorge L Garcia �— CPC 1456981 DESIGNER POOLS Inc 1 I Page Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOT A BILL—DO NOT PAY 5512935 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRS DESIGNER POOL INC RENEWAL SEPTEMBER 1130, 2016 12252 SW 128 CT BAY 105 Must be displayed at pl ce of business MIAMI,FL 33186 Pursuant to County Code Chapter 8A—Art 9&10 OWNER SEC.TYPE OF BUSINESS DESIGNER POOL INC PAYMENT RECEIVED 196 SPECIALTY PLUMBING BY TAX COI-LECTOR C/O JORGE LUIS GARCIA PRES CONTRACTOR 75.00 Q,9/23/2015 Worker(s) 1 CPC1456981 CREDITC ARD-15-048471 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is nit a license, permit,or a cortification of the holders qualifications,to do business.Holder must comply with any Invernmental or nongovernmental regulatory laws and requirements which apply to the business. sm The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Secy 8a-276. For more information,visit www.miamidade govffaxcollecbor DATE(MM/DD/YY) –! CERTIFICATE OF LIABILITY INSURANCE, 12/08/15 PRQDUCER Florida Bankers Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 7278 SW 8 Street ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Miami,FL 33144 _ ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (305)266-6493 Fax (305)262-0679 INSURERS AFFORDING COVERAGE MAIC# INSURED DESIGNER POOLS INC INSURERA: ATLANTIC CASUALTY INSURANCE C 12252 SW 126 Ct #105 -INSURER B: — INSURER C: MIAMI, FL 33196- INSURER D: (305)969-6300__ INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR b AY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH LICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ ADD'L TYPE OF INSURANCE POLICYNUMBER POLICY EFFECTNE POLICY EXPIRATION SRD _ _ DATE MM/DD/YY DATE(MM/D_ D/YYI_ LIMITS GENERAL LIABILITY EACH OCCURRENCE _ 300,000.001 Q COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100,000.00 L1440017554-01 12/11/15 12/11/16 PREMISES(Ea occurence) Ell] CLAIMS MADE R] OCCUR MED EXP(Any one person) 5,000.00 A ❑ ❑ -- PERSONAL&ADV INJURY 300,000.00 ❑ GENERAL AGGREGATE 300,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG 300,000.00 d❑ POLICY ❑PROJECT ❑ LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ ANY AUTO (Ea accident) ❑ ALL OWNED AUTOS BODILY INJURY ❑ ❑ SCHEDULED AUTOS (Per person) ❑ HIRED AUTOS F-1NONOWNED AUTOS BODILY INJURY (Per ccident) ❑ -- PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUT ONLY_EAACCIDENT – ❑ ❑ ANY AUTO OTHER THAN EA ACC __ — ❑ _ AUTO ONLY: AGG j EXCESS[UMBRELLA LIABILITY EACH OCCURRENCE ❑ ❑ OCCUR ❑ CLAIMS MADE AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND ❑ WR STATU- E] OTH- EMPLOYERS'LIABILITY TRY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE If yes,describe under -_ SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS; LIC. #CPC1456981 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED(POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL MIAMI SHORES VILLAGE BLDG. DEPT. 1 30 DAYS WRITTEN NOTICE TO THECERTIFICATE HOLDER NAMED TO 10050 NE 2ND AVE THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY MIAMI SHORES, FL 33138 OF ANY KIND UPON THE INSURER,ITS AG NTS OR REPRESENTATIVES. FAX:305-756-8972 AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)OF ©ACORD CORPORATION 1988 /77 GEOTEQ'INICAL `� TESLABORATORIES w ENVIRONMENTAL �s 1 DRILLING SERVICES HYDROGEOLOGY �. INSPECTION SERVICES ASBESTOS DYNATECH ENGINEERING CORP. ROOFING LABORATORY REPORT f'= �e P r— COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS CLIENT FLORIDA FOUNDATION CORP. ADDRESS 3180 Coral Way, Suite 1106,Miami, FL 33145 PROJECT Proposed Residence k LOCATION 1275 NE 94`" Street, Miami, FL CONTRACTOR Florida Foundation, Corp. CONCRETE SUPPLIED BY: Superior mix concrete CYLINDER SET NUMBER: 1 DESIGN DATA Specified Strength: 4000 P. S.I. In 28 Days-Slump 6 Inches-Air Content Percent Mix Type:Norm Wt. X Light Wt. Mortar Mix Gunite Grout Other: Specifications:ASTM X ACI Other Transit Mix Pump Mix x Other: FIELD AND LAB DATA Location of Pour: PILE# 1, 2, 3 and 4 Concrete Truck No.324 Ticket No. 54042 Weather Condition Sunny Air Temp 81* F Concrete Temp 85' F Time Concrete was Sampled 9:15 am Time Concrete was Batched 8:30 am Size of Load c.y. Slump 9 in. Air Content % Water added Gal. Authorized by: Field Test and Field Data by D.E.C. Cylinder were made,cured in general compliance with to ASTM C-31 YesX o Unknown Cylinder tested in general compliance with to ASTM C-39 Yes X o Wet P.C.F. Cylinder Date Date Age Total Load Strength Type of Specimen I.D# Molded Tested Da s Test LBS PSI Fracture Size inches 7565 10-28-14 10-31-14 3 21,490 1709 3 4x8 7566 11-4-14 7 33,000 2625 3 4x8 7567 11-25-14 28 62,000 4932 3 4x8 7568 11-25-14 28 62,500 4972 3 4x8 Sampled By: D.B. Tested By: D.B. Respectfully Submitted? Checked By: WN i Li Wissam aamani, P. E. 1 2 3 4 DYNATECH ENGINEERING, CORP. Florida Reg. No. 39584 a i 111 Certificate of Authorization No:�W ry e 750 West W Street,Hialeah,FL 33014-3618-Phone:(305)828-7499-Fax:(305)828-9* E-mail:Dynatech@bellsouth.net-www.DynatechEngineering.com `L � 1 GEOTEG1 LAICAL `' TESTING LABORATORIES ENVIRONMENTAL ! J1DRILLING SERVICES HYDROGEOLOGY * `� INSPECTION SERVICES ASBESTOS DYNATECH ENGINEERING CORP. ROOFING LABORATORY REPORT d COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS CLIENT FLORIDA FOUNDATION CORP. ADDRESS 3180 Coral Way, Suite 1106, Miami, FL 33145 PROJECT Proposed Residence A LOCATION 1275 NE 94th Street, Miami, FL CONTRACTOR Florida Foundation, Corp. CONCRETE SUPPLIED BY: Superior mix concrete CYLINDER SET NUMBER: 2 DESIGN DATA Specified Strength: 4000 P.S.I. In 28 Days-Slump 6 Inches-Air Content__,Percent Mix Type:Norm Wt. X Light Wt. Mortar Mix Gunite Grout Other: Specifications:ASTM X ACI Other Transit Mix Pump Mix Other: FIELD AND LAB DATA Location of Pour: PILE#26, 27, 28, 29 and 30 Concrete Truck No. 324 Ticket No. 54105 Weather Condition SUnny Air Temp 73' F Concrete Temp 78' F Time Concrete was Sampled 8:30 am Time Concrete was Batched 7:24 am Size of Load 9 C.y. Slump 9 in. Air Content % Water added Gal. Authorized by: Field Test and Field Data by D.E.C. Cylinder were made,cured in general compliance with to ASTM C-31 Yes X No Unknown Cylinder tested in general compliance with to ASTM C-39 Yes X No Wet P.C.F. Cylinder Date Date Age Total Load Strength Type of Specimen I.D# Molded Tested Das Test LBS PSI fracture Size inches 7569 10-29-14 11-1-14 3 21,450 1706 3 4x8 7570 11-5-14 7 33,500 2665 3 4x8 7571 11-26-14 28 52,500 4177 3 4x8 7572 11-26-14 28 53,000 4216 3 4x8 Sampled By: D.B. Tested By: D.B. Respectfully Submitted, Checked By: WN Wissam Naamani,P. E. 1 2 3 4 DYNATECH ENGINEERING, CORP. Florida Reg. No. 39584 Certificate of Authoriz4tiof 6,:- c e Y^ le � 0 le fi.4 ° Ie �c e Jia 'Z 750 West 80 Street,Hialeah,FL 33014-3818-Phone:(305)828-7499-Fax:(3e )*!6x9598-LO E-mail:Dynatech@bellsouth.net-www.DynatechEngineering.com 2 �'�F � 10v� � GF,OTECHNICAL ''` �O TESTING LABORATORIES ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY -' INSPECTION SERVICES ASBESTOS ROOFING DYNATECH ENGINEIG ERNCORP. LABORATORY REPORT l COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS CLIENT : FLORIDA FOUNDATION CORP. ADDRESS : 3180 Coral Way, Suite 1106, Miami, FL 33145 PROJECT : Proposed Residence A LOCATION : 1275 NE 94th Street Miami FL CONTRACTOR : Florida Foundation, Corp. CONCRETE SUPPLIED BY: Superior mix concrete CYLINDER SET NUMBER: 3 DESIGN DATA Specified Strength: 4000 P.S.I. In 28 Days-Slump 6 Inches-Air Content Percent Mix Type:Norm Wt. X Light Wt. Mortar Mix Gunite Grout Other: Specifications:ASTM X ACI Other Transit Mix Pump Mix X Other: FIELD AND LAB DATA Location of Pour: PILE# 55, 56, 57, 58 and 59 Concrete Truck No. 334 Ticket No. 54619 Weather Condition Sunny Air Temp 66' F Concrete Temb 74" F Time Concrete was Sampled 8:30 am Time Concrete was Batched 7:40 am Size of Load 9 c.y. Slump 9 in. Air Content % Water added Gal. Authorized by: Field Test and Field Data by D.E.C. Cylinder were made,cured in general compliance with to ASTM C-31 Yes X No Unknown Cylinder tested in general compliance with to ASTM C-39 Yes X No Wet P.C.F. Cylinder Date Date Age Total Load Strength Type of Specimen I.D# Molded Tested Das Test LBS PSI Fracture Size inches 7573 10-30-14 11-3-14 4 24,640 1960 3 4x8 7574 11-6-14 7 35,000 2784 3 4x8 7575 11-27-14 28 54,000 4336 3 4a8 7576 11-27-14 28 55,000 4375 3 4x8 Sampled By: D.B. Tested By: D.B. Respectfully Submitted„ Checked By: WN S issam Naamani, P. E. 1 2 3 4 DYNATECH ENGINEERING, CORP. Florida Reg. No. 39584 aoetll 91///p Certificate of Authorizat" � d �. 9584 750 West 80 Street,Hialeah,FL 33014-3618-Phone:(305)828-7499-Fax: E-mail:Dynatech@hellsouth.net-www.DynatechEngineering.corrP, � ;� Iar ` GEOTECHNICAL TESTING LABORATORIES ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS DYNATECH ENGINEERING CORP. ROOFING G �� P, LABORATORY REPORT COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS CLIENT : FLORIDA FOUNDATION CORP. ADDRESS : 3180 Coral Way, Suite 1106, Miami, FL 33145 PROJECT : Proposed Residence na, LOCATION : 1275 NE 94th Street Miami FL CONTRACTOR : Florida Foundation, Corp. CONCRETE SUPPLIED BY: Superior mix concrete CYLINDER SET NUMBER: 4 DESIGN DATA Specified Strength: 4000 P.S.I. In 28 Days-Slump 6 Inches-Air Content Percent Mix Type:Norm Wt. X Light Wt. Mortar Mix Gunite Grout Other: Specifications:ASTM X ACI Other Transit Mix Pump Mix Other: FIELD AND LAB DATA Location of Pour: PILE # 62, 63, 64, 65, 66 and 67 Concrete Truck No.315 Ticket No. 54410 Weather Condition Sunny Air Temp 72' F Concrete Temp__1 6 F Time Concrete was Sampled 8:50 am Time Concrete was Batched 8:02 am Size of Load 9 c.y. Slump 9 in.Air Content % Water added Gal. Authorized by: Field Test and Field Data by D.E.C. Cylinder were made,cured in general compliance with to ASTM C-31 Yes X No Unknown Cylinder tested in general compliance with to ASTM C-39 Yes X No Wet P.C.F. Cylinder Date Date Age Total Load Strength Type of Specimen I.D# Molded Tested Das Test LBS PSI ,Fracture Size inches 7577 11-4-14 11-7-14 3 24,640 1960 I 3 4x8 7578 11-11-14 7 35,000 2784 3 4x8 7579 12-2-14 28 56,500 4495 3 4x8 7580 12-2-14 28 57,000 4535 3 4x8 Sampled By: D.B. Tested By: D.B. Respectfully Submitted, Checked By: WN Wissam amani,P. E. 1 2 3 4 DYNATECH ENGINEERING, CO>�P H7D Florida Reg.No. 39584 a0� 111/o J�PJ9 Certificate of Authorization Np� � J DY e 750 West W Street,Hialeah,FL 33014-3618-Phone:(305)828-7499-Fax:(305)828 �59 � E-mail:Dynatech@bellsouth.net-www.DynatechEngineering.com Miami Shores Villag/107 ) : ,S�011t�ls Building Department ,M•• 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel: (305)795.2204 �R`ID�' Fax: (305)756.8972 ., Page 1 of 1 Permit No: Structural Critique Sheet !A � a 44 —1 Aq- 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 .S�uR�s y Miami Shores"" ��"' Village %XJ` Building Department �ORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#:�P� 3' DATE; I, (NAME) ❑Contractor o Owner o Architect Picked up 2 sets of plans and (other) Address: 0 P 7<— r4=2 el r r 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: vw� (Signature) PERMIT CLERK INIAL: RESUBMITTED DATE: 14 LQ-0C5 PERMIT CLERK INITIAL: s . J GEOTECHNICAL _ TESTING LABORATORIES ENVIRONMENTAL DRILLING SERVICES 1 HYDROGEOLOGY INSPECTION SERVICES ASBESTOS ROOFING DYNATECH ENGINEERING COR1z0 I Miami, October 30,2014 Mr. Charles De La Rosa FLORIDA FOUNDATION CORP. 3180 Coral Way, Suite#1106 Miami,FL 33145 Re:Proposed Residence @ 1275 N. E. 94Street, Miami FL.33138 Dear Mr. De La Rosa Pursuant to your request, DYNATECH ENGINEERING CORP. performed a site inspection on October 28, 29, 30, and November 0 2014 at the above referenced project. The purpose of our inspection was to document pile driving operations. All piles consisted of 14 inches diameter auger cast piles placed at the location marked by client to the depth indicated on the attached field logs to achieve a bearing capacity of 35 tons in compression. Enclosed please find copies of our field inspection logs. It has been a pleasure working with you and look forward to do so in the neaT future. A Sincerely yours, Wissam Naamani,P.E. ;,,'�l ➢t'��°� DYNATECH ENGINEERING CORP. Florida Reg.No. 39584 Special Inspector No. 757 rte ',' ector g•�� ` cy Certificate of Authorization No.. CA 5491 750 West 84 Street, Hialeah, FL 33014-3618 . Phone: (305) 828-7499 • Fax: (305) 828-9598 E-Mail: Dynatech@Bellsouth.net .iaP�eao,.pwrr ate• i REPORT OF AUGERED CAST PILES _3 DYNA 'ECH ENGINEERING CORP. 750 WEST $4TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 REPORT OF AUGERED CAST PILES DATE : 10128/2014 PAGE No. 1 OF 4 CLIENT : FLORIDA FOUNDATION CORP. ADDRESS: 3180 Coral Way, Suite#1106 Miami,FL 33145 PROJECT : Proposed Residence ADDRESS: 1275 N.E. 94th Street,Miami FL.33138 Const. Pile Number as Driven 1 2 3 4 5 6 7 Auger Diameter(Inch) 14 14 14 14 14 14 14 Pile Length(Ft) 25 25 25 25 25 25 25 Theoretical Pile Volume(Ft') 26.75 26.75 26.75 26.75 26.75 26.75 26.75 Number of Strokes 83 84 67 129 70 70 71 Volume Per Pump Strokes (Fts) 0.53 0.53 0.53 0.53 0.53 0.53 0.53 Actual Pile Grout Volume(Ft) 43.99 44.52 35.51 68.37 37.10 37.10 37.63 Actual/Theoretical Volume 1.64 1.66 1.33 2.56 1.39 1.39 1.41 Reinforcing Size 6#5's 6#5's 6#5's 6#5's 6 #5's 6#5's 6#5's with with with with with with with 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in center center center center center (center center and#3 and 93 and 93 and 43 and#3 and 43 and#3 ties 12" ties 12" ties 12" ties 12" ties 12" (ties 12" ties 12" ox 28' ox 28' ox 28' o.c 28' ox 28' ox 28' ox 28' Grout Truck Number 324 324 324 324 310 310 310 REMARKS: Pile#4 was Redrilled. Field Technician: DB DYN TEC ENGINEE N C o 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 ,305) 828-7499 REPORT OF AUGERED CAST PILES DATE : 10/28/2014 PAGE No. 2 OF 4 CLIENT : FLORIDA FOUNDATION CORP. ADDRESS: 3180 Coral Way, Suite#1106 Miami,FL 33145 PROJECT : Proposed Residence ADDRESS: 1275 N. E. 94th Street, Miami FL..33138 Const.Pile Number as Driven 8 9 10 11 12 13 14 Auger Diameter Inch 14 14 14 14 14 14 14 Pile Length (Ft) 25 25 25 25 25 25 25 Theoretical Pile Volume(Ft) 26.75 26.75 26.75 26.75 26.75 26.75 26.75 Number of Strokes 74 68 72 74 74 70 73 Volume Per Pump Strokes (Ft3) 0.53 0.53 0.53 0.53 0.53 10.53 0.53 Actual Pile Grout Volume(Ft) 39.22 36.04 38.16 39.22 39.22 37.10 38.69 Actual/Theoretical Volume 1.47 1.35 1.43 1.47 1.47 1.39 1.45 Reinforcing Size 6#5's 6 45's 6#5's 6#5's 6#5's 6#5's 6 #5's with with with with with with with 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in center center center center center center center and#3 and#3 and 93 and#3 and 93 and#3 and#3 ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" . ox 28' ox 28' ox 28' ox 28' ox 28' ox 28' ox 28' Grout Truck Number 310 310 1 310 29 29 29 29 REMARKS: Field Technician: DB DYNATECH ENGINEERING 0 750 WEST 84TH STREET HIALEAK FLORIDA 33014 - 305) 828-7499 REPORT OF AUGERED CAST PILES DATE : 10/28/2014 PAGE No.3 OF 4 CLIENT : FLORIDA FOUNDATION CORP. ADDRESS: 3180 Coral Way, Suite#1106 Miami,FL 33145 PROJECT : Proposed Residence ADDRESS: 1275 N. E. 94th Street,Miami FL. 33138 Const.Pile Number as Driven 15 16 17 18 19 20 21 Auger Diameter(Inch) 14 14 14 14 14 14 14 Pile Length (Ft) 25 25 25 25 25 25 25 Theoretical Pile Volume (Fts) 26.75 26.75 26.75 26.75 26.75 26.75 26.75 Number of Strokes 73 72 72 72 71 74 68 Volume Per Pump Strokes (Fts) 0.53 0.53 0.53 0.53 0.53 0.53 0.53 Actual Pile Grout Volume(Ft?) 38.69 38.16 38.16 38.16 37.63 39.22 36.04 Actual/Theoretical Volume 1.45 1.43 1.43 1.43 1.41 1.47 1.35 Reinforcing Size 6#5's 6#5's 6 #5's 6#5's 6#5's 6#5's 6#5's with with with with with with with 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in center center center center center center center and#3 and#3 and 93 and#3 and#3 and#3 and#3 ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ox 28' ox 28' ox 28' ox 28' ox 28' ox 28' ox 28' Grout Truck Number 29 29 325 325 325 325 330 REMARKS: Field Technician: DB DYNATECH ENGINEERING 750 WEST $4TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 REPORT OF AUGERED CAST PILES DATE : 10128/2014 PAGk No. 4 OF 4 CLIENT : FLORIDA FOUNDATION CORP. ADDRESS: 3180 Coral Way, Suite#1106 Miami,FL 33145 PROJECT : Proposed Residence ADDRESS: 1275 N. E. 94th Street,Miami FL.33138 Const. Pile Number as Driven 22 23 24 25 Auger Diameter(Inch) 14 14 14 14 Pile Length (Ft) 25 25 25 25 Theoretical Pile Volume(Fts) 26.75 26.75 26.75 26.75 Number of Strokes 74 74 71 74 Volume Per Pump Strokes (Ft ) 0.53 0.53 0.53 0.53 Actual Pile Grout Volume(Ft) 39.22 39.22 37.63 39.22 Actual/Theoretical Volume 1.47 1.47 1.41 1.47 Reinforcing Size 6#5's 6#5's 6 #5's 6 45's with with with with 1#7 in 1#7 in 1#7 in 1#7 in center center center center and 43 and 43 and#3 and#3 ties 12" ties 12" ties 12" ties 12" o.c 28' ox 28' ox 28' ox 28' Grout Truck Number 330 330 330 330 REMARKS: Field Technician: DB DYNATECH ENGINEERING CORP, _ 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 REPORT OF AUGERED CAST PILES DATE : 10/29/2014 PAGE No. 1 OF 5 CLIENT : FLORIDA FOUNDATION CORP. ADDRESS: 3180 Coral Way, Suite#1106 Miami, FL 33145 PROJECT: Proposed Residence ADDRESS: 1275 N. E. 94th Street,Miami FL.33138 Const. Pile Number as Driven 26 27 28 29 30 31 32 Auger Diameter(Inch) 14 14 14 14 14 14 14 Pile Length (Ft) 25 25 25 25 25 25 25 Theoretical Pile Volume(Ft3) 26.75 26.75 26.75 26.75 26.75 26.75 26.75 Number of Strokes 80 78 73 74 75 75 75 Volume Per Pump Strokes (Fts) 0.53 0.53 0.53 0.53 0.53 0.53 0.53 Actual Pile Grout Volume(Ftg) 42.40 41.34 38.69 1 39.22 39.75 9.75 39.75 Actual/Theoretical Volume 1.59 1.55 1.45 1.47 1.49 11.49 1.49 Reinforcing Size 6#5's 6#5's 6#5's 6#5's 6#5's45's 6#5's with with with with with with with 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in center center center center center center center and#3 and#3 and#3 and#3 and#3 and#3 and#3 ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ox 28' ox 28' ox 28' ox 28' ox 28' ox 28' ox 28' Grout Truck Number 324 324 1 324 324 324 317 317 REMARKS: Field Technician: DB DYNATECH ENGINEERING 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 ($05) 828-7499 REPORT OF AUGERED CAST PILES DATE : 10/29/2014 PAGEI No.2 OF 5 CLIENT : FLORIDA FOUNDATION CORP. ADDRESS: 3180 Coral Way, Suite#1106 Miami, FL 33145 PROJECT : Proposed Residence ADDRESS: 1275 N. E. 94th Street,Miami FL. 33138 Const.Pile Number as Driven 33 34 35 36 37 38 39 Aupr Diameter(Inch) 14 14 14 14 14 14 14 Pile Length (Ft) 25 25 25 25 25 25 25 Theoretical Pile Volume(Fts) 26.75 26.75 26.75 26.75 26.75 26.75 26.75 Number of Strokes 75 74 76 72 73 80 72 Volume Per Pump Strokes (Ft3) 0.53 0.53 0.53 0.53 0.53 0.53 0.53 Actual Pile Grout Volume (Ft9) 39.75 39.22 40.28 38.16 38.69 42.40 38.16 Actual/Theoretical Volume 1.49 1.47 1.51 1.43 1.45 1.59 1.43 Reinforcing Size 6#5s 6#5s 6#5s b#Ss 6#5s i6 #5's 6 45's with with with with with with with 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in center center center center center 'center center and#3 and#3 and#3 and#3 and#3 land#3 and#3 _ ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ox 28' ox 28' ox 28' ox 28' ox 28' ox 28' o.c 28' Grout Truck Number 317 317 1 317 317 329 329 329 REMARKS: Field Technician: DB DYNATECH ENGINEERING C6RP, 750 WEST 8TH STREET HIALEAK FL RIDA 33014 (305) 828-7499 REPORT OF AUGERED CAST PILES DATE : 10129/2014 PAGE No. 3 OF 5 CLIENT : FLORIDA FOUNDATION CORP. ADDRESS: 3180 Coral Way, Suite#1106 Miami,FL 33145 PROJECT: Proposed Residence ADDRESS: 1275 N. E. 94th Street,Miami FL.33138 Const. Pile Number as Driven 40 41 42 43 44 45 46 Auger Diameter Inch) 14 14 14 14 14 14 14 Pile Length (Ft) 25 25 25 25 25 25 25 Theoretical Pile Volume(FV) 26.75 26.75 26.75 26.75 26.75 6.75 26.75 Number of Strokes 74 73 72 72 72 73 81 Volume Per Pump Strokes (Ft4) 0.53 0.53 0.53 1 0.53 0.53 0.53 0.53 Actual Pile Grout Volume(Ftp) 39.22 38.69 38.16 38.16 38.16 38.69 42.93 Actual/Theoretical Volume 1.47 1.45 1.43 1.43 1.43 1.45 1.60 Reinforcing Size 6 #5's 6#5's 6#5's 6#5's 6#5's �#5's 6#5's with with with with with with with 1#7 in 1#7 in 1#7 in 1#7 in 1#71n 1#7 in 1#7 in center center center center center center center and#3 and#3 and#3 and#3 and#3 and#3 and#3 ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ox 28' ox 28' ox 28' ox 28' ox 28' ox 28' oz 28' Grout Truck Number 329 329 329 311 311 311 311 REMARKS: Field Technician: DB DYNATECH ENGINEERING CORP 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 • ('305) 828-7499 REPORT OF AUGERED CAST PILES DATE : 10/2912014 PAGE No. 4 OF 5 CLIENT : FLORIDA FOUNDATION CORP. ADDRESS: 3180 Coral Way, Suite#1106 Miami,FL 33145 PROJECT : Proposed Residence ADDRESS: 1275 N. E. 94th Street,Miami FL. 33138 Const. Pile Number as Driven 47 48 49 50 51 52 53 Auger Diameter(Inch) 14 14 14 14 14 14 14 Pile Length (Ft) 25 25 25 25 25 25 25 Theoretical Pile Volume(Ft9) 26.75 26.75 26.75 26.75 26.75 26.75 26.75 Number of Strokes 72 75 74 71 71 71 77 Volume Per Pump Strokes(Ft9) 0.53 0.53 0.53 0.53 0.53 0.53 0.53 Actual Pile Grout Volume(Ft) 38.16 39.75 39.22 37.63 37.63 7.63 40.81 Actual/Theoretical Volume 1.43 1.49 1.47 1.41 1.41 1.41 1.53 Reinforcing Size 6#5's 6#5's 6#5's 6#5's 6#5's 6#5's 6#51s with with with with with ,with with 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in center center center center center center center and#3 and#3 and#3 and#3 and#3 and#3 and 43 ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" o.c 28' o.c 28' o.c 28' o.c 28' o.c 28' o.c 28' o.c 28' Grout Truck Number 311 311 324 324 324 324 324 REMARKS: Field Technician: DB DYNATECH ENGINEERING CORP. 750 WEST 134TH STREET HIALEAK FLORIDA 33014 (305) 828-7499 REPORT OF AUGERED CAST PILES DATE : 10/29/2014 PAGE No. 5 OF 5 CLIENT : FLORIDA FOUNDATION CORP. ADDRESS: 3180 Coral Way, Suite#1106 Miami, FL 33145 PROJECT : Proposed Residence ADDRESS: 1275 N. E. 94th Street, Miami FL.33138 Const. Pile Number as Driven 54 Auger Diameter(Inch) 14 Pile Length (Ft) 25 Theoretical Pile Volume(Ft") 26.75 Number of Strokes 74 Volume Per Pump Strokes Ftg) 0.53 Actual Pile Grout Volume(Ftp) 39.22 Actual/Theoretical Volume 1.47 Reinforcing Size 6 #5's with 1#7 in center and#3 ties 12" ox 28' Grout Truck Number 324 REMARKS: Field Technician: DD DY NATECH ENGINEERING CORP. 750 WEST 94TH STREET HIALEAK FLORIDA 33014 (305) 828-7499 REPORT OF AUGERED CAST PILES DATE : 10/30/2014 PAGE No. I OF 1 CLIENT : FLORIDA FOUNDATION CORP. ADDRESS: 3180 Coral Way, Suite 91106 Miami,FL 33145 PROJECT : Proposed Residence ADDRESS: 1275 N. E. 94th Street, Miami FL. 33138 Const. Pile Number as Driven 55 56 57 58 59 60 61 Auger Diameter(Inch) 14 14 14 14 14 14 14 Pile Len (Ft) 25 25 25 25 25 25 25 Theoretical Pile Volume(Ft,) 26.75 26.75 26.75 26.75 26.75 26.75 26.75 Number of Strokes 71 74 73 75 75 71 73 Volume Per Pump Strokes (Ft) 0.53 0.53 0.53 0.53 0.53 .0.53 0.53 Actual Pile Grout Volume(Ft3) 37.63 39.22 38.69 39.75 39.75 37.63 38.69 Actual/Theoretical Volume 1.41 1.47 1.45 1.49 1.49 1.41 1.45 Reinforcing Size 6#5's 6#5's 6#5's 6#5's 6#5's 6#5's 6 #5's with with with with with with with 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in center center center center center center center and#3 and#3 and#3 and#3 and#3 and#3 and#3 _ ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ox 28' ox 28' ox 28' ox 28' ox 28' ox 28' ox 28' Grout Truck Number 334 334 334 334 334 320 320 REMARKS: Field Technician: DB DYNATECH ENGINEERING 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 REPORT OF AUGERED CAST PILES DATE : 11/04/2014 PAGE No. 1 OF 2 CLIENT : FLORIDA FOUNDATION CORP. ADDRESS: 3180 Coral Way, Suite#1106 Miami,FL 33145 PROJECT : Proposed Residence ADDRESS: 1275 N.E. 94th Street,Miami FL. 33138 Const. Pile Number as Driven 62 63 64 65 66 67 68 Auger Diameter(Inch) 14 14 14 14 14 14 14 Pile Length (Ft) 25 25 25 1 25 25 25 25 Theoretical Pile Volume(Fts) 26.75 26.75 26.75 1 26.75 26.75 26.75 26.75 Number of Strokes 74 72 76 73 74 74 75 Volume Per Pump Strokes (Ft) 0.53 0.53 0.53 0.53 0.53 0.53 0.53 Actual Pile Grout Volume(Ft'j) 39.22 38.16 40.28 38.69 39.22 ,39.22 39.75 Actual/Theoretical Volume 1.47 1.43 1.51 1.45 1.47 1.47 1.49 Reinforcing Size 6#5`s 6#5's 6#5's 6#5's 6#5's i6#5's 6#5's with with with with with with with 197 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in center center center center center center center and#3 and#3 and#3 and#3 and 93 and#3 and#3 ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ox 28' ox 28' ox 28' ox 28' ox 28' ox 28' ox 28' Grout Truck Number 315 315 315 315 315 315 310 REMARKS: Field Technician: DB DYNATECH ENGINEERING I . 750 WEST 8TH STREET MALEAH, FLORIDA 33014 ( 05) 828-7499 REPORT OF AUGERED CAST PILES DATE : 11/04/2014 PAGE No. 2 OF 2 CLIENT : FLORIDA FOUNDATION CORP. ADDRESS: 3180 Coral Way, Suite#1106 Miami,FL 33145 PROJECT : Proposed Residence ADDRESS: 1275 N. E. 94th Street,Miami FL.33138 Const. Pile Number as Driven 69 70 71 72 73 74 75 Auger Diameter(Inch) 14 14 14 14 14 14 14 Pile Length-(Ft) 25 25 25 25 25 25 25 Theoretical Pile Volume(Fts) 26.75 26.75 26.75 26.75 26.75 X6.75 26.75 Number of Strokes 80 100 76 80 80 80 77 Volume Per Pump Strokes (Ft3) 0.53 0.53 0.53 0.53 0.53 0.53 0.53 Actual Pile Grout Volume(Ft") 42.40 53.00 40.28 42.40 42.40 42.40 40.81 Actual/Theoretical Volume 1.59 1.98 1.51 1.59 1.59 1.59 1.53 Reinforcing Size 6#5's 6#5's 6#5's 6#5's 6#5's 6#5's 6#5's with with with with with 'with with 1#7 in 1#7 in 1#7 in 1#7 in 1#7 in I#7 in 1#7 in center center center center center Center center and#3 and#3 and#3 and#3 and 43 and#3 and#3 ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ties 12" ox 28' ox 28' ox 28' ox 28' ox 28' ox 28' ox 28' Grout Truck Number 310 310 310 310 310 310 333 REMARKS: Field Technician: DB CONCRETE TEST GEOTECHNICAL ENVIRONMENTAL + o TESTING LABORATORIES ,j DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS DYNATECH CNGINEERiNG CORP. ROOFING LABORATORY REPORT COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS CLIENT : FLORIDA FOUNDATION CORP. ADDRESS : 3180 Coral Way. Suite 1106 Miami FL 33145 _ PROJECT :_Prol osed Residence la, LOCATION : 1275 NE 9e Street Miami FL CONTRACTOR : Florida Foundation.Coro. CONCRETE SUPPLIED BY: Superior mix concrete CYLINDER SET NUMBER: 1 DESIGN DATA - Specified Strength: 4000 P.S.1.In 28 Days-Slump 6 Inches-Air Content Percent Mix Type:Norm Wt. X Light Wt. Mortar Mix Gunile Grout Other. Specifications:ASTM X ACI Other Transit Mix Pump Mix x Other: FIELD AND LAB DATA Location of Pour: PILE# 1,2, 3 and 4 Concrete Truck No. Ticket No. 54042 Weather Condition 9MU Air Temp 81` F Concrete Temp__$1'_F Time Concrete was Sampled 9:15 am Time Concrete was Batched 8:30 am Size of Load C.y. Slump 9 in.Air Content % Water added Gal. Authorized by: Field Test and Field Data by D.E.C. Cylinder were made,cured in general compliance with to ASTM C-31 Yes X Na Unknown Cylinder tested in general compliance with to ASTM C-39 Yes X No Wet P.C.F. Cylinder Date Date Age Total Load Strength ype of Specimen L D# Molded Tested Das Test LBS PSI Fracture Size inches 7565 10-28-14 10-31-14 3 21,490 1709 3 4x8 7566 11-4-14 7 33,000 2625 3 7567 11-25-14 28 7568 11-25-14 28 Sampled By:DDB. Tested By:D.B.. Respectfully Submitted, Checked By:WN I SSQUA� Urksa aamani,P.E 1 2 3 4 DYNATECH ENGINEERING , CORP. Florida Reg.No.39584 Certificate of Authorization 750 West Be Street,Hialeah,FL 33014-3619•Phone:(305)828 7499•Fax:(305)828-9588 E-mail:Dynatech@bellsouth.not-eAvw.DynatechEnginsering.com 7 GEOTECHNICAL f 'VESTING LABORATORIES ENVIRONMENTAL r~1 i _s >' DRILLING SERVICES HYDROGEOLOGY T SPECTION SERVICES i ASBESTOS DYNATECH ENGINEERING: CORP. ROOFING LABORATORY REPORT COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS CLIENT FLORIDA FOUNDATION CORP. _ ADDRESS : 3180 Coral Way,Suite 1106,Miami,FL 33145 - PROJECT Proposed Residence Cad LOCATION 1275 NE 90 Street.Miami,FL CONTRACTOR : _Florida Foundation,Coro. CONCRETE SUPPLIED BY: Superior mix concrete CYLINDER SET NUMBER: 2 DESIGN DATA J Specified Strength: 4000 P.S.t.in 28 Days-Slump 6 Inches-Air Content Percent 7 Mix Type:Norm Wt. X Light Wt. Mortar Mix Gunite Grout Other: Specifications:ASTM X ACI Other Transit Mix Pump Mix Other: FIELD AND LAB DATA Location of Pour: PILE#26, 27,28,29 and 30 Concrete Truck No. 324 Ticket No. 54105 Weather Condition SuMy Air Temp 73• F Concrete Temp 178• F Time Concrete was Sampled 8:30 am Time Concrete was Batched 7:24 am Size of Load 9 c.y. Slump 9 in.Air Content % Water added Gal. Authorized by: Field Test and Field Data by D.E.C. Cylinder were made,cured in general compliance with to ASTM C-31 Yes X Np Unknown Cylinder tested in general compliance with to ASTM C-39 Yes X NQ Wet P.C.F. Cylinder Date Date Age Total Load Strength Type of Specimen I.D# Molded Tested Das Test LBS PSI Fracture Size inches 7569 10-29-14 11-1-14 3 21,450 1706 3 4x8 7570 11-5-14 7 33,500 2665 3 4x8 7571 11-26-14 28 7572 11-26-14 28 Sampled By:D.B. Tested By:D.B.. Respectfully Submitted, Checked By:WN s S 1 2 3 4 Wissam Naamani,P.E. DYNATECH ENGINEERING,:CORP. NL AA Florida Reg.No. 3958 Certificate of Authorization-No::CA-549 I %i i'Mo—'• i 750 West 84°1 Street,Hialeah FL33014-361 " m 8 Phone: 305 828-7499•Fax: 3 I ( 1 ( 05I 828-9598t,'' E-mail,Dynatech@bellsouth.rwt-www.DynatothEngineering.com I --dl 2 +° GEOTECHNICAL ' (TESTING LABORATORIES j ENVIRONMENTAL �l i , } DRILLING SERVICES HYDROGEOLOGY 1 (INSPECTION SERVICES ASBESTOS ',ROOFING DYNATFGH ENGINEERING CORP. LABORATORY REPORT COMPRESSIVE STRENGTH OF CONCRETE TEST CYLNDERS - . - CLIENT : FLORIDA FOUNDATION CORP. ADDRESS : 3180 Coral Way, Suite 1106,Miami,FL 33145 - PROJECT Proposed Residence @ LOCATION ; 1275 NE 941h Street,Miami FL CONTRACTOR Florida Foundation,CM. CONCRETE SUPPLIED BY: Superior mix concrete CYLINDER SET NUMBER:3 DESIGN DATA Specified Strength: 4000 P.S.1.In 28 Days-Slump 6 Inches-Air Content Percent Mix Type:Norm Wt. X Light Wt. Mortar Mix Gunite Grout Other: Specifications:ASTM X ACI Other Transit Mix Pump Mix X Other: FIELD AND LAB DATA Location of Pour: PILE#55, 56, 57, 58 and 59 Concrete Truck No. 3,34 Ticket No. 54619 Weather Condition Sunni+ Air Temp 66 F Concrete Temp F Time Concrete was Sampled 8:30 am Time Concrete was Batched 7:40 am Size of Load 9 c.y. Slump 9 in.Air Content % Water added Gal. Authorized by: Field Test and Field Data by D.E.C. Cylinder were made,cured in general compliance with to ASTM C-31 Yes-X_No Unknown Cylinder tested in general compliance with to ASTM C-39 Yes X No Wet P.C.F. Cylinder Date Date Age Total Load Strength Type of Specimen 1.D# Molded Tested Das Test LBS PSI Fracture Size inches 7573 10-30-14 11-3-14 4 24,640 1960 3 4x8 7574 11-6-14 7 35,000 2784 3 4x8 7575 11-27-14 28 7576 11-27-14 28 Sampled By.D.B. Tested By:D.B.. Respectfully Submitted„ Checked By:WN #I as a4A 4�:� issam Naamani,P.E. 1 2 3 4 DYNATECH ENGINEERING,CORP. Florida Reg.No. 39584 Certificate of Authorization-No.-CA 5491 750 West 841°street,Hialeah,FL 33014-3618-Phone:(305)828-7499-Fax:(305};8241-9,548 E-mail:Dynatech@,belisouth.net www.DynatechEngineering.com ,4,^ GEOTECHNICAL '' W TESTING DRAT • °,� LAB ORIES ENVIRONMENTAL ''i'- DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS ROOFING DYNATECH ENGINEERING CORP. LABORATORY REPORT -" COMPRESSIVE STRENGTH OF CONCRETE TEST CY-LiNDERS _ - CLIENT : FLORIDA FOUNDATION CORP. ADDRESS : 3180 Coral Way. Suite 1106,Miami FL 33145 PROJECT : Proposed Residence na LOCATION : 1275 NE 940' Street.Miami,FL CONTRACTOR : _Florida Foundation. Corp. CONCRETE SUPPLIED BY: Superior mix concrete CYLINDER SET NUMBER: 4 DESIGN DATA Specified Strength: 4000 P.S.I. In 28 Days-Slump 6 Inches-Air Content Percent Mix Type:Norm WL_ALight Wt. Mortar Mix Gunite Grout Other: Specifications:ASTM X ACI Other Transit Mix Pump Mix Other: FIELD AND LAB DATA - Location of Pour: PILE #616164, 65,66 and 67 Concrete Truck No.315 Ticket No. 54410 Weather Condition Sunny Air Temp 72' F Concrete Temp /,16° F Time Concrete was Sampled 8:50 am Time Concrete was Batched 8:02 am Size of Load 9 c.y. Slump 9 in.Air Content % Water added Gal. Authorized by: Field Test and Field Data by D.E.C. Cylinder were made,cured in general compliance with to ASTM C-31 Yes_K_No Unknown Cylinder tested in general compliance with to ASTM C-39 Yes X No Wet P.C.F. Cylinder Date Date Age Total Load Strength of � Yee Specimen I.D# Molded Tested Das Test LBS PSI Fracture Size inches 7577 11-4-14 11-7-14 3 7578 11-11-14 7 7579 12-2-14 28 7580 12-2-14 28 Sampled By:D.B. Tested By:D.B.. Respectfully Submitted, Checked By: WN S Wissam aamani,F 1 2 3 4 DYNATECH ENGINEERING'-;6 Florida Reg.No. 39584 Certificate of Authorization No: CA 5491, r 750 West Be Street,Hialeah,FL 33014-3618•Phone:(306)828-7499•Fax (305)828-9598 E-mail:Dynatech@hellsouth.net-www.DyrtatechEngineering.com 4 all ow- r.as_ °" - — — - +a►+J I 1 1 • -- ----r-- --- ---i r +I -- — I i r `— J II 11 I I 1 I '�'• ! i, 1 I i Ie 1 i II II : ' I 1 I I I , I I f I � I a+ w 01 PILE PLAN 3/16" 1'-C SITE PLAN w . Olga V'. ME. �: :•: S�.•tcrat Eng�er,�'.ENo 1220 SW 39th Terrace tit;Fr 335S• ••• v Ph 1305)262-3600 •t=ax: (305)262-3616 ., ... • • . .. i- • . .•• • ••'• . •• • • • •• •.O •. • • • • • • • • • • • Proposed New Residential Pool 1275 NE 94th Street. s Miami, Florida. STRUCTURAL CALCULATIONS January.25th, 2015' 1 �. Tial No.OfPaor [� C)Iga Corderco. Wuctwal Enqkwer�PF—No.SM 1220 SW Mth Terrace ttami,Fl 3395 _ _ 0: .Q// Faw 05 IMMM ■w� aSUMME AN 0'REEMEMMON nT ZM- 619MMEN ■omommu mumm ownumuffism.. . ONE Olga V.Cordel P.E. ao✓ �� K�4L I ... .u�t►e 15-03 UCENSE No.MW �o.fORPEt0 iia. 6W. 12:29PLt 25 JAN 15 7220 SW 39 TERRACE ;•R€S• NE�AI CONCRETE POOL ON PILES MIAMI,FL 33156 ••• • • 000•• grope: STRUCTURAL CALCULAnONS Rev. 5131M 0 few Multi-Span Cohdretif Behrb Ole 0 pop 1 Description POOL SLAB 0 0 •.• • •.• • General lnfonnadon '•Cost X11 ,•1 JIM,=0 M 200 NEPA SM Fy 60,000.0 pw SPM Com Com S • ' ,DxLid Fftcw 1.40 Pc 510W.0 psi Sunup FY 40,000.0 psi ACI Live Load Fallot 1.70 Concrete Member Information a - e,. . Desm"on W SPAN 20d SPAN 3rd SPAN RKW CANT Span ft 7.00 7.50 8.50 2.00 Bearn YAM in 12.00 12.00 MIX) 12.00 Beanr Depth in 12.00 1200 12.00 12.00 End Fb* P6t-Phi Pin-Pte PUaPfi pb*rm Rel Center AM 020in2 020in2 0201n2 020in2 BWDMD 9.0Oin 9.00in a0clin 9.00in Left km 0.20W 0.201n2 02W 02" 3.001n &001n 3.001n 3.00 RiW AM 020ka 02M 020ka 020W 3.00ki 3.001n 3.00In 3.00in Loads Usa�Lr,►e Lid na Span?? Yes Yes Yes Yes Dead Load kRt 0.457 0.457 0.457 0.457 Live Lam! kflt Dead Load k!R 0.190 Live Load k/R Start ft 0.000 0.000 0.000 0.000 End it 2.000 0.000 0.000 0.000 Point ft1 DL k 1200 0.340 LL k X ft 2.000 0.000 0.000 2.000 Results Beam OK Beare OK Darn OK Sawn OK k 4.79 0.62 2.88 0.00 @X= 2.01 3.85 4.48 0.00 NM•Phi k 7.92 7.92 7.92 7.92 Max Q Left Errol k4tl 0.00 -4.15 3.61 2.23 Mn*Phi k-ft 7.92 7.92 7.92 7.92 AAex @ ftht End k4t 3.15 -3.61 223 0.00 W•Phi k4t 7.92 7.92 7.92 7.92 Bei OK BwWft OK Bendfn9 OK Benft OK Shear @ Left k 3.30 2.47 2.88 1.76 Shear @ Right k 3.39 2.33 2.56 0.00 Reactions&Deflections DL Q Left k 2.36 4.19 3.72 3.08 LL@Left k 0.00 0.W 0.00 0.00 Total @ Lett k 2.36 4.19 3.72 3.08 DL Q Right k 4.19 3.72 3.08 0.00 LL @ Rigfa k 0.00 0.00 0.00 0.00 Total @ Right k 4.19 3.72 3.08 0.00 Man.Deflection In -0.003 0.000 -0.003 0.001 @X= It 299 1.40 4.42 2.w Inerts:Effective Ino 1,728.00 1,728.00 1,728.00 1,728.00 Olga V.Cordaro,P.E. Me: TUMBOOLJob#15-03 ENSE No.5'8882 �•'A•CVREM.e'•ir': 12:29PM, 25 JAN 15 LIC UC S 38 TERRACE i RE GE jTIAL34Eq CONCRETE POOL ON PILES � ,FL 3.3155 saw: STRUCTURAL CA ILCMAN, ULATIONS Rev. 5M= • • • • • •• • UWOMn Ver Multi-Span CoFj*te;Beaip ;••; ••• , ,�� eo--� y (c)1983-MM ENaCALC�she Description POOL SLAB ••• 000 • . .. . . .. .••. .••• . . . . . Shear Stirrups *00 • • • •• • Stirrup Rebar Aiea int 0.000 0.000 0.000 00-0. ... .. Spacing @ Left in Not R"d Not Raga Not RWd Nat Raga Spadng @ ZL in Not Wd Nat RWd NO ReWd Not Raga Sparing @.4'L m Not Raga Not Raga Not FWd Not RWd Spadng @.8'L In NM ReWd Not ReWd Not Req'd Not Req'd Spedng @.8-L in Not Req'd Nat Raga Not FWd Not Raga Sparing @ ftM in Not Wd Not FWd Not Wd Not Raga 01p V Corde%P.E. Too:TURKAPO4 �'o J LICENSE No.58582 15-15 03 D U•'Q•CpRD€1IO,�?Er_ t: 12:54P , D ""TIAL CONCRETE POOL ON PILES 7210 SW 39 TERRACE . . .'• . . ... . . .. MIAMI.FL.33155 Scope: STRUCTURAL C�"�LCULATiONS ... 1 == -V.5.8.0,,.�-� Mlulti-Span CorgCiete'BedFd :. :. 1 ,.w,, ,= CALC s Description TYP POOL BEAM ••• • General Infonnation '0m*J ..A**8.1M {pl;C• 2M WPA 5000 40,Ot10.0 ,_ A� . .. . _,,, ... ,.... Load Factor 1.40 Fy 60,000.0 psi Spans Const Cortirwo�rO+aar'Suppi� :ACI Pc 5,000.0 psi Sunup Fy Um Load Factor 1.70 Concrete Member Information Description mm OPar carr Span It 11.50 2.92 Beam vwm in 24.W 24.00 Beam Depth in MIX) 12.00 RWnbming Center e� {Ip}n OQhI Left AMB 1.791n2 1.79in2 ear DspM 3.OMn 3.001n AmM 1.79kQ 1.79ka R�� 3.001n3.00in Loads Using Live Load This Span Yes Yes Dead Load klft 3.700 3.700 Livs Load Wit Point#1 DL It 3.900 LL k @ X ft 0.000 2.920 Results Beam OK Beam OK max @ Crtr m 87.67 0.00 @ X= 5.14 0.00 Mn`Phi k 67.95 67.95 Max @ Left End kat I 0.00 -38.03 Alin•Phi kat 67.95 67.95 Max @ R1gW Enol kat X8.03 0.00 Nln'Phi kat 67.95 67.95 Bwmfng OK Bending OK Shear @ Left k 26.48 20.59 Stow @ Right k 33.09 0.00 Reactions S Deflections DL @ heft k 18.91 38.34 LL @ Left k 0.00 0.00 Total @ Lit It 18.91 38.34 DL @ Riga It 36.34 0.00 LL @ Riga k 0.00 0.00 Total @ Rigtd k 38.34 0.00 Aitott.Deflection In -0247 0.144 @X= ft 5.44 2.92 Inertia:Effective kn4 1,075.30 2,963.00 Shear Sumps Stirrup Rebar Area int 0.220 0.220 Spacing @ Left in 4.50 4.50 Spacing @ 2'1.. In 4.50 4.50 Spacing @.4'L in Not Req'd 4.50 Spacing @.6'L In Not Req'd Not Req'd Spacing @.8'L in 4.50 Not Req'd Spacing @ Right in 4.50 Not Req'd • s _ V. Cordaro. nii sw 3sth TerraceMIM, Y. // i,//// 0 A. 94 • / 1 d fc.1 NUNN MENOMONEEW MMEMENNE� MEMOEPENEMMEMEM �� f��■■mss �nmi ssfmmussms vl arflawal ■mom(im mumns� ERIfESSUMMEMMOMMURAS MMMznmEmRMMMMM MESOMEMEMORM0 ■mu m- MENOMMES,EENNEEm ME MUSSIMMEME ammumummoss MMUNUMMOURMUMS man MEMMEME MUMEMMOR21ZEDSM MORMU l» SEEM ME ��«��t�� II II II II II II Li-I fAl dL- I .I A • ro9z LO Lo NI glk 4L lz - K W I I 1 44 I m F-I 6*0 .6. 0 8:0 6: 8.0 vvtl L . . ... . . . ... . . . . . . . . . . . . ... . . . . ... . . . . . .. . . .. JAMES A TURK ... ...' . 1215 NE 94th STREET *alq i:Wm.p:;FL•-33138 .., . . . . .. I. .. . . . . . ... .. '-O' 13'-0' I.F. 280 sd.ft.4;�4� I I � ! y - c(■ � I I • m ryI I ' CEJ LJ I I LI_J LIJ GEOTECHNICAL MATERIAL TESTING ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS ROOF TESTING DYNATECH ENGINEERING CORI '* �1 Miami,August 26, 2013 Mr. Jim Turk 2020 North Bayshore Drive,# 1710 Miami, FL 33137 Re: Proposed Residence @ 1275 N.E. 94"h Street Miami,FL 33137 Dear Mr. Turk: Pursuant to your request,DYNATECH ENGINEERING CORP. (DEC)completed a Subsoil Investigation on August 26,2013,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 35' below existing ground surface at the locations shown on the attached sketch. The following graph was developed as a general condition below existing round surface at the time of drilling for the subject site: (refer to field boring logs for exact locations an soil conditions): Average Depth From To Description 0'-0" 0'-6" Topsoil and grass 0'-6" 2'-6" Topsoil w/rock fragments 2'-6" 3'-6" Brown sandy silt 3'-6" 6'-6" Gray silt 6'-6" 8'-6" Peat 8'-6" 9'-0" Brown sand w/peat 9'-0" 9'-6" Brown sand 9'-6" 26'-0" Tan sandy limerock 26'-0" 30'-0" Tan medium sand w/rock traces 30'-0" 35'-0" Tan sandy limerock Groundwater table was measured immediately at the completion of each boring and was found at an average depth of 4'-0"below existing ground surface at the time of drilling. Existing ground surfhce elevation was not provided to us at the time of drilling. Design engineers must verify existing ground elevations as well as FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuation inater level is anticipated due to seasonal variations and run off as well as varying grand 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 andhould be taken into consideration in the design of the project. The contractor shall make sure that groundwater levels on adjacent properties are not affected due to the contractors dewatering activities. Specialty groundwatmnd water proofing contractors shall be consulted for all work below the groundwater level. 750 West 84 Street,Hialeah,FL 33014-3618- Phone: (305)828-7499- Fax:(305) 828-9598 E-Mail: Dynatedh@bellsouth.net Page No. 2 1275 N.E. 94th Street, Miami,FL Based on our understanding of the proposed structure and our held boring logs; it is evident that deep foundation systems are needed to support the proposedstructures and slabs without detrimental settlement 1 Based on the Florida Building Code FBC 2010 Table 1824; deep foundation syst rtts shall consist of one of the followin al#ernatives: 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 Plies 1 push piers 25' or Refusal 4 Inches 5 Tons 1 Ton NIA Auger Cast Piles 25'BELS 12 Inches 25 Tons 12 Tons I Ton Auger Cast Piles 25'BELS 14 Inches 35 Tons 15 Tons 2 Tons Precast Concrete Piles 25' BELS 10"x 10" 17 Tons 5 Tons I Ton Precast Concrete Piles 25'BELS 12"x 12" 25 Tons 7 Tons I Ton Precast Concrete Piles 25' BELS 14"x 14" 35 Tons 10 Tons 2 Tons S.E_L.S.: Below Existing Land Surface Estimated Lateral Load for a pile Top Deflection of 1/4 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. Lateral load capacities may be increased using battered piles. Batter angles can be used for the pile installation of up to 4 inches per foot (Horizontal,Vertical). 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 1-1/4 times the diagonal dimensions of rectangular piles,but in no case less 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,are expected for proper auger cast pile installation due to subsoil conditions. More so where former structures have been demolished and former piles removed causing additional underground cavities. 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 cod . 2 Page No. 3 1275 N.E. 94'h Street,Miami,FL. 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: 30°for steel piles,20°for concrete or brick walls; 150 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 entirely 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 I 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/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 address differential settlements and vibration transfer. 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 pbnding. 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,wee 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%to 1 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. If dynamic loading is proposed(ie:parking garage,etc...)this condition MUST be brought to our attention to re-evaluate the applicability of our recommendations. 3 Page No. 4 1275 N.E. 94's Street,Miami,FL This report was prepared in compliance with the 2010 Florida Building Co4e. Site elevations were not provided to us for the test locations. Depths reported on the field boring logs and proposed pile lengths represent the depth below existing ground surface as they existed on the date of drilling. In the event of subsequent filling,excavations or site work,the reported depths must be A usted to represent proper depths. 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 wwith site conditions prior to bidding. For Environmental due diligence; a Phase I and/or Phase II Environmental Site Assessments is recommended. 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 workust be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions durinE 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 Fderal,State,County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Please feel free to contact us if we may be of further service to you. Sincerely yours, ,�®btlt l B 1 I II J/1, 4 f P1 ta ms's WissaTaamani,P.E. , , DYNATECH ENGINEERING CORP. L Florida Reg.No. 39584 ram Special Inspector No. 757 ' ; 0- `f �: Certificate of Authorization No.: CA 5491 ,� t tiff ti 4 1 TEST BORING REPORT "IffE)' YNAT ENGINEERING CORP.' 750 WEST 84TH STREET H1�kLEAH,FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : MR. JIM TURK DATE; ugust 23,2013 PROJECT : Proposed Residence @ ROLE N ADDRESS : 1275 N.E. 94th Street,Miami,FL. DRILLER.: AS LOCATION : See attached plan =LATITUDE LONGITUDE SA1Vk}LE HAMMER DEPTHDESCRIPTION OF MATERIALS NO. BLOWS ON "N" SAMPLER 1 2 Hand H 2 3 0'-0"to 0'-6" TOPSOIL AND GRASS 4 Hand H 4 S 0'-6"to 2'-6" BLACK FINE SAND W/ORGANIC STAIN 6 1 1 2 6 W/ROCK FRAGMENTS 1 1 7 8 t 1 2 S 1 1 9 2'-6"to 3'-6" BROWN SANDY SILT 10 1 2 4 10 2 7 11 3'-6"to 6'-6" GRAY SILT 12 6 6 14 12 8 10 13 6'-6"to 8'-6" PEAT 1 9 8 18 14 10 12 15 8'-6"to 9'-0" DARK BROWN MEDIUM SAND W/PEAT 16 13 10 21 16 TRACES 11 to 17 1 9 10 18 189'-0"to 9'-6" BROWN MEDIUM SAND 20 8 9 20 21 9'-6"to 18'-0" TAN SANDY LIMEROCK 22 22 23 18'-0"to 25'-0" TAN VERY SANDY LIMEROCK 24 24 25 25'-0"to 26'-0" TAN SANDY LIMEROCK 26 7 6 18 26 12 13 2g 26'-0"to 30'-0" TAN MEDIUM SAND W/ROCK TRACES 28 29 30'-0"to 35'-0" TAN SANDY LIMEROCK 3 30 31 32 32 33 34 12 10 22 34 12 14 35 36 13 12 36 37 g 38 Water Level: 4' Below Surface Asamuivalprotecdontoclients.thepublicandourseles,allreportsatesubmittedasthecontidem}olptopertyofclleatandauthori7atiovftxpuhlication of statemcat conduslons or txtracis from or regarding out teports is reserved pendirg on our uritten apprmrel H-HAND AUGER:AHOLLOW STEM AUGER.R REFUSAL 5 DYNATECH ENG NEEPJNG CORP. 75WEST 84TH STREET HIALEAH,FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : MR. JIM TURK DATE: August 23,2013 PROJECT : Proposed Residence @ . HOLE NO.: B-2 ADDRESS : 1275 N.E. 94'h Street,Miami,FL. DRILL : AS LOCATION : See attached plan LATITUDE LONGITUDE SAMPLE HAMMER DEPTH DESCRIPTION OF MATERIALS NO. BLOWS ON "N" SAMPLER 1 2 Hand H 2 3 0'-0"to 0'-6" TOPSOIL AND GRASS 4 Hand H 4 5 0'-6"to 1'-0" DARK BROWN MEDIUM SAND W/ROCK 6 1 1 z 4 TRACES t t 7 8 i 1 2 $ 1 1 9 1'-0"to 2'-0" BROWNISH MEDIUM SAND 10 t 1 4 10 3 3 11 2'-0"to 2'-6" GRAY SILTY SAND 12 7 6 15 12 9 8 13 2'-6"to 6'-0" GRAY SILT 14 10 12 23 14 11 10 15 6'-0"to 914" PEAT 16 13 11 21 16 10 9 17 9'-0"to 9'-6" DARK BROWN MEDIUM SAND W/PEAT is 7 7 15 18 19 TRACES ZU 8 s 20 21 9'-6"to 10'-0" BROWN MEDIUM SAND 21 22 23 10'-0"to 18'-0" TAN SANDY LIMEROCK 24 24 25 18'-0"to 25'-0" TAN VERY SANDY LIMEROCK 26 9 9 21 26 12 10 27 25'-0"to 26'-0" TAN SANDY LIMEROCK 20 28 24 30 26'-0"to 34'-0" TAN MEDIUM SAND W/ROCK 3a 31 FRAGMENTS 32 32 33 30'-0"to 35'-0" TAN SANDY LIMEROCK 34 to 12 23 34 11 13 35 36 14 13 36 37 38 38 Water Level: 4' Below SurfaCe As a mutual protection to clients.the public and ourselves.all reports are submitted as the conRdenial property or client and audTori ion Fm publication of statemcm conclusions or extracts from or rcgerding our reports is reserved pendirg on our%riven approval H:HAND AUGER;A.HOLLOW STFM AUGER;fit•REFUSAL 6 DYNATECH ENG NEERING CORP. 7 0 WEST 84TH STREET H ALEAH,FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : MR. JIM TURK DATE: August 23,2013 f PROJECT : Proposed Residence rQr DOLE NO.: B-3 ADDRESS : 1275 N.E. 94th Street,Miami,FL. DRILLER: AS LOCATION : See attached plan LATITUDE LONGITUDE SAMPLE .HAMMER DEPTH DESCRIPTION OF MATERIALS NQ. BLOWS ON e`N" SAMPLER 1 2 Hand H 2 3 0'-0"to 0'-6" TOPSOIL AND GRASS 4 Hand H 4 0'-6"to i'-0" DARK BROWN MEDIUM SAND 6 I 2 8 1'-0"to 2'-0" BROWNISH SILTY SAND 8 1 1 2 9 10 1 1 3 100 2'-0"to 2'-6" GRAYISH SANDY SILT 2 3 11 12 6 6 14 12 2'-6"to 6'-6" GRAY SILT 8 9 13 14 9 7 16 14 6'-6"to 9'-0" PEAT 9 12 15 16 10 11 20 16 9'-0"to 9'-6" DARK BROWN MEDIUM SAND W/PEAT 9 8 17 TRACES 18 8 9 17 18 8 7 19 20 9'-6"to 10'-0" BROWN MEDIUM SAND za 21 22 22 10'-0"to 18'-0" TAN SANDY LIMEROCK 23 24 24 18'-0"to 25'-0" TAN VERY SANDY LIMEROCK 25 2 6 8 20 26 25'-0"to 26'-0" TAN SANDY LIMEROCK 1 12 10 27 28 29 26'-0"to 30'-0" TAN MEDIUM SAND W/ROCK 30 FRAGMENTS 301 31 32 301-0"to 35'-0" TAN SANDY LIMEROCK 32 33 34 34 15 16 30 35 14 14 36 36 12 13 37 38 38 Water Level: 4' Below SurfaeeAsa mutual protectiGntocTema.the public andour5elves.all rqwns art submitted as the confitlen6al propettyefcliegtj and ittahcgiwion rot publicafim Of statement t�clusions M exvaas from or rt5ardittg our reports is reserved pew b On our amen approval H.*HAND AUGER;A:HOLLOW STM AUGER;R-REFUSAL 7 SITE PLAN B# : Boring Test Location B1 B2 B3 NE 94"Street DYNATECH ENGINEERING CORP* Client:ICO UNIFORMS Scale:N.T.S. Project: 1275 North East 94'h Street,Miami Shores,Florida 33138 Date: August 26,2013 Folio No.: 11-3205-010-0090 GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further b ring(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 tandar . Cobble 3 in.to 1 in. eatsenetration elative Gravel 4.76 mm to 3in. /cm3 low /ft. DensitySand 0.07 mm to 4.67 mm. Silt 0.005 mm.to 01.074 mm Sands 0-16 04 Very Loose Clay <0A05 mm 1740 5-10 Loose 41-80 11-20 Firm 81-120 21-30 Very Firm Modifiers Over 120 31-50 Dense 5%- 10% Slightly Silty or Clayey 10%.-30% Silty or Clayey Silts& 0-3 0-2 Very Loose 30%-50% Very Silty or Very Clayey Clay 4-9 3-4 Soft 0%_5% Slightly Trace 10-17 5-8 Firm 6%- 10% Trace 18-31 9-15 Stiff l l%-20% Little 32-60 16-30 Very Stiff 21%-35%11 Some Over 60 31-50 Hard >35%And Rock Hardness pescription 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(cherts) GENERAL NOTES a 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 Densi!X and Consistency Boulders > 12 in. Con_a Penetration tand r . Cobble 3 in.to 1 in. Bets Renetration elative Gravel 4.76 mm to 3in. ft/em') (Blows/ft. Density 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 mm 17-40 5-10 Loose 41-80 11-20 Firm 81-120 21-30 Very Firm Modifiers Over 120 31.50 Dense 5%- 10% Slightly Silty or Clayey 10%.-30% Silty or Clayey Silts& 0-3 0-2 Very Loose 30%-50% Very Silty or Very Clayey Clay 4-9 3-4 Soft 0%_5% Slightly Trace 10-17 5-8 Firm 6%- 10% Trace 18-31 9-15 Stiff 11%-20% Little 32-60 16-30 Very Stiff 21%-35%% Some Over 60 31-50 Hard >35%And Rock Hardness Rescriotion 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(cherts) SURVEY PROJECT SITE SKETCH BOUNDARY SCALE: 1°=20t 'I NE 96th St I PROPERTY ADDRESS: 5275 NE 94th Street 0 Miami Shores,Florida 33138 Q y, N BLOCK 85 MIAMI SHORES SECTION 3 (P.B. 10, PG. 37) LEGAL DESCRIPTION: `> Lot 10,of"MIAMI SHORES BAY VIEW,according to the Plat thereof as W recorded in Plat Book 40,at Page 16,of the Public Records of Miami-Dade z F.LR. 1/2° 1 0.80 CL , / )/ ) o / ° County,Florida. 75.00 t M (R F.I.P. 1 2 No I.D. No I.D. g W.F. o/s 0.22 SOUTH NE 94th St — — — — — — — — — LEGEND FOLIO NUMBER: 1.0' CL asp, dp/ 0.10' CL 113205 010 0090(Miami-Dade County Public Records/Property Appraiser's Office) - y' (C) = Calculated b 90'00'00°(C) CL = Clear LOCATION MAP 90.00'00°(0) I = Center Line SURVEYOR'S NOTES: SCALE:(N.T.S) CONC. = Concrete ENC. = Encroachment Subject property lies within Flood Hazard Zone"AE".Elevation 9.00 feet � F.F.EL = Finish Floor Elevation 3 F.I.P. = Found Iron Pipe Elevations shown hereon are referred to_N.G.V.Datum 1929LElevations are based upon __ __ _ _ - __ _ _FJ.R. = Found Iron Rod_ _ 1 a Miami-Dade County Bench Mark named B-62,located at the NW comer of the intersection F.N. = Found Nal of NE 1 Oth Avenue and NE 96th Street Elevation 8.66 feet I F.N&D. = Found Nail & Disc I.D. = Identification (M) = Measured CERTIFIED TO: OA = On Line James A.Turk and Janine Turk I (P) - Plat � P.C. = Point of Curvature CA P.B. = Plat Book 93 PG. = Page (R) = Record � CC U.E. = Utility Easement ° � GENERAL SURVEYOR'S NOTES: � VACANT LOT I)-This survey was conducted for the purpose of a"Boundary Survey"only and is not intended to delineate the regulatory jurisdiction of any federal,state, O 1275 NE 94th STREET regional or local agency,board,commission or other entity. J cal Standards requirements for MIAMI SHORE, FL I O SYMBOLS 2}The accuracy obtained by measurements and calculations on this survey,meets and exceeds the Minimum Technilrj r�j suburban area(1 foot In 7,500 feet)as specified in Chapter 5J-17,Florida Administrative Code. N 9,375 Sq. Ft 0.21 Ac. WOOD FENCE —1/ 3)-This Survey does not reflect or determine ownership. LOT 1O I 00, EXISTING ELEVATION 4}Legal Description subject to any dedications,limitations,retractions reservations or easements of record. 5)-Examination of the Abstract of Title will have to be made to determine recorded instruments,if any affecting the property;search of Public Records not performed by this office. 6)-No effort was made by this office to locate any underground utilities and/or structures within or abutting the subject property. 7)-This Survey has been prepared for the exclusive use the entities named hereon only and certifications hereon do not extend to any unnamed parties. 0.10' CL N . 8}This Survey was prepared for a Mortgage Transaction only;not to be used for design and/or construction purposes without the consent of this office. " =L 9}Utility facilities within Utility Easements not noted as violations. 10)-Driveways or portions thereof within Roadways not noted as violations or encroachments. 11)-Foundations and/or footings underneath the ground surface that may cross beyond the boundary lines of the herein described parcel are not shown. O 12rFence ownership determines by visual means only(if any);Legal ownership not determined. 0.70' CL OL 13)-No search records was made by this firm beside the record plat;therefore we do not imply or accept responsibility for any Easement,Dedication or -C Limitation for which information was not furnished. co 14)-Contact the appropriate authorities prior to any design work on the hereon-described parcel for Building and Zoning information. 15)-In some instances graphic representations have been exaggerated to more clearly illustrate the relationship between physical improvements and/or 24.4' F.I.P. 1/2° No I.D. l � lot lines.In all cases dimensions shall control the location of the improvements over scaled positions. o/s 0.18' NORTH m 16)-ThF dimensions and directions shown hereon are in substantial agreement with record and calculated values unless otherwise noted. 90.00.w(M) 17)-Obstructed comers are witnessed by improvements 90'00'00°(M) F.I.R. 1/2° h5 Amp, O - JORGE L.CABRERA No I.D. 225.0' Phone:305-302-2522 •' PROFESSIONAL SURVEYOR&MAPPER Fax: 305-207-9537 77 75.00' M R • 2852 S.W.149th Place,Miami,Florida 33185 ( )( ) •• ••• IUK•' • CORTIER•• This is to certify to the above named firm and or persons that the"SKETCH OF BOUNDARY SURVEY"of the herein described roe is true and correct to ' •• •• •• • property rtY� 14 PARKWAY the best of my knowledge and belief as recently surveyed under my direction,also there are no visible encroachments other than those shown.Owner or his off o C" representative furnished the legal description contained herein. Other recorded instruments may affect this property. Surveyor has not examined the i; N .•••• • *a: ••• • • abstract of title. Locations of utilities on or adjacent to the roe were not secured unless specifically requested by owner.I further certify that this map or m .•'•'•+•':'• '• ; .• J property rty ' • • ..............................................................•.•.•.......�...... plat meets the Minimum Technical Standard Requirements,adopted b the Board of Professional Surveyors and Mappers,pursuant to Chapter 472.027 ,�•::+:•.•.•. • ; • • .• Florida Statutes,as set forth in Chapter 5J-17,Florida Administrative Code,under Sections 5J-17.051 and 5J-17.052 and is a"BOUNDARY SURVEY"as h�°�. ::: ................... :::•::: ,:. ? .... • •• • •'• defined in Section 5J-17.050. / 19. ........ P------IIT .. : :.:: : :; JORGE L. CABRERA ::-. .._ -.:..:.... .-........... .::................ ..................... :::[\fE :nth:STREET: ..................... • Date of Field Work: 6/27/2013 Job# 13-2085 Sketch# 2834 * • • • • • • ................................. . ... .................................................................................. Revised:ELEVATIONS 6/30/2013 Job# 13-2085-A ' • • • • • • • • Professional Surveyor 8 Mapper,#6487 ••• • • • This drawing is the property of Jorge L Cabrera Professional Surveyor&Mapper Reproductions of tills drawing are not vend urdess SiFW and embossed wnh the surveyor's seal. State of FloridaC:`.(0.,.:a ..)\.CC—"( \1,1—pg,r13>9 N 9i St T—VA^_ANT.de 7/9/20* W7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-263961 Permit Number: BPP-3-15-685 Inspection Date: July 22, 2016 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Dacquisto, David Inspection Type: Survey Final Owner: TURK,JAMES AND JANINE Work Classification: New Job Address: 1275 NE 94 Street Miami Shores, FL 33138-2946 p � ^ Phone Number ' Parcel Number 1132050100090 Project: <NONE> b ��a' b � Contractor: DESIGNER POOLS INC �� , y;k . . .� Phone: (305)969-6300 Building Department Comments NEW POOL AND DECK Infractio Passed Comments INSPECTOR COMMENTS False 12-22-15 As requested this permit has been extended for 6 month. Inspector Comments Passed � 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 ,iy 22,2016 Page 1 of 1 MAP OF BOUNDARY SUR � �C�I •'•: A� JEZIT • • ••'�� {'w`� • A = ARC DISTANCE A/C = AIR CONDITIONER PAD CERTIFICATE OF AUTHORIZATION#LB-7104 o �� `� '' BCR =BROWARD COUNTY RECORDS suargz Surveying 8. mapping, Iris . e l '� �, I • ••• BLDG= BUILDING •• (FINAL (, BB��{{ �F�ICH M 15190 SW 136th Street, Suite 20, Miami, Florida 33196 r - • • • �O =•B6SIs•o� ARICGS Tel: 305.596.1799 Fax: 305.596.1886 s • ca) QP CRETE LOCK•&46TUCCO w w w,s u a r a z s u r v e i n c o m BLOCK 85 CALCULATED • • y 9 MIAMI SHORES SECTION 3 CD • • "e =•QURB & t"-fER • CD p (P.B. 10, PG. 37) ABANDONED N FIR 112"NO ID CLF = CHAIN LINK FENCE PLAT IMAGE: WATER METER cn ON 03/11/16 COL = COLUMN FIR 1/2"NO ID J C,•! � CONC = CONCRETE NOT TO SCALE NORTH ON 03/11/16 9.� S 87-17'28" W 75.00 0.05' .. DE a�qINA�F•�ASEyF�1T N` • • F•=•DT201N4G & WAINTENANCE EASEMENT • •• d) =•DRWE•WAY • •+ 9'� '+ .• • • EB t fllCCTRIe BOX , s • ENO �ENCR(lACHMENT SCALE: 1"=20' 0.84' Co • y�t t "� .,,,-_„} L, 0 _ �! •• • EA= nGP OR PRVEr�E1MT J 23.9 ❑❑❑ ❑�❑❑❑❑ > EW = EDGE OF WATER 2.93 w N = FDH = FOUND DRILL HOLE e e 21.4FF = FINISHED FLOOR ��I 20.4• �� -� FIP = FOUND IRON PIPE w' POOL 'o, rp. ® FIR = FOUND IRON ROD } 1 r s+a• / s.....f ; J 7 y a.z C < FN = FOUND NAIL (NO ID) 10, E 7 f-1 M FND = FOUND NAIL & DISK I m I 12.96' ❑ FPL = FLORIDA POWER & LIGHT TRANSFORMER PAD xz 6i ❑ 2, -I LE = LANDSCAPE EASEMENT a, w0000ECK. CONC.SLAB -1 � �' LME = LAKE MAINTENANCE EASEMENT 22.a 3.z a (M) = MEASURED .�: -_Pu ®x y«<r-�1 • 17 5' MDCR=MIAMI-DADE COUNTY RECORDS - P f6a MH =MAN HOLE TREuts a.m i+i M M W ® ML =M NUMENT LINE - - ❑ 03LAT > '< PB = PLAT BOOK PROPERTY ADDRESS. y rn ❑ Z --I (D PC = POINT OF CURVATURE 1275 NE 94th STREET, MIAMI SHORES, FL 33138 v 2 PCP = PERMANENT CONTROL POINT LEGAL DESCRIPTION: zo 11 LOT 77 PE = POOL EQUIPMENT PAD 10. or ❑ 7 r- PG = PAGE LOT 10, OF MIAMI SHORES BAY VIEW, ACCORDING TO THE PLAT 35.9 PI = POINT OF INTERSECTION THEREOF, AS RECORDED IN PLAT BOOK 40, PAGE 16, OF THE PUBLIC LOT 9 PL = PLANTER 1.4' 13' Z = n RECORDS OF MIAMI-DADE COUNTY, FLORIDA. POB = POINT OF BEGINNING (n �] O POC = POINT OF COMMENCEMENT FLOOD ZONE INFORMATION: DA m° N O No nZ ❑ iV PRC = POINT OF REVERSE CURVATURE IV ❑ TWO STORY CBS zm in n J PRM = PERMANENT REFERENCE MONUMENT BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL PT = POINT OF TANGENCY EMERGENCY MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX o R = RADIUS DISTANCE M (R) = RECORD MAP REVISED ON 09/11/09 THE GRAPHICALLY DEPICTED BUILDING(S) POOL RES# 1275 IV WATER PUMP ❑ N I R/W = RIGHT OF WAY SHOWN ON THIS MAP OF SURVEY IS WITHIN ZONE AE BASE FLOOD N 10 3. 2.4' &FILTER 1.4' - RES. = RESIDENCE ELEVATION 9 COMMUNITY NAME & NUMBER MIAMI SHORES 120652 MAP FF--10.03 SIP 09' I SIP = SET IRON PIPE & PANEL NUMBER 12086CO306 SUFFIX L EI SND = SET NAIL & DISK (PK) M ED N STL = SURVEY TIE LINE SURVEYOR'S NOTES. Eq 73 oSWK = SIDEWALK 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIO o El NAL GEODETIC 0 (TYP)= TYPICAL VERTICAL DATUM (NGVD 1929). 2. NO ATTEMPT WAS MADE TO LOT 70 W UB = UTILITY BOX z o O LOCATE FOOTINGS/FOUNDATIONS, OR UNDERGROUND UTILITIES UNLESS UE = UTILITY EASEMENT O ❑ 6.0' OTHERWISE NOTED. 3. THE LANDS SHOWN HEREON HAVE NOT BEEN m ❑ W/F = WOOD FENCE 0 GARAGE N ❑ 0'11' SYMBOLS: ABSTRACTED IN REGARDS TO MATTERS OF INTEREST BY OTHER _ PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAYS, RESERVATIONS, 2•x1' Q �T = TELEPHONE RISER ® =GAS TANK ETC. ONLY PLATTED EASEMENTS ARE SHOWN. 4. THIS SURVEY WAS [] NWo FF--5.47 ❑ �� I LU ® = CABLE TV RISER LIDS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED HEREON 0.70'CBS WALL ❑ r o � ® = WATER METER AND IS NOT TRANSFERABLE OR ASSIGNABLE 7. ALL BOUNDARY LIMIT 4.5' �N 0 X 0.00 = ELEVATION INDICATORS SET ARE STAMPED LB# 7104. 8. THE BOUNDARY LIMITS 1.r (00') = ORIGINAL LOT DISTANCE STABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION T D = CENTRAL ANGLE PROVIDED BY CLIENT OR ITS REPRESENTATIVE 9. FENCE OWNERSHIP ❑� 17.0 _ I 0) = CENTER LINE NOT DETERMINED. 10. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS 16,0' ❑ PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR 0.62' Q X = WATER VALVE PARTIES. 11. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN, dao❑ ❑❑❑❑��o y 170 0 m = CURB INLET THE CENTER LINE OF NE 94th STREET HAS BEEN ASSIGNED A 8.2 = FIRE HYDRANT® Z BEARING OF S 87'17'28" W. 2x2 a.sxa.s h BENCHMARK REFERENCE. coNc.sLAe coNc.sLAs ® O = LIGHT POLE BACKFLOW FIR 1/2"NO ID I LOCATION - 62 ELEST --296: 8 O CATCH BASIN LOCATION 1:NE 96 ST --- 66' NORTH OF CA J PREVENT°R CN DATE:10/07/14 = UTILITY POLE LOCATION 2:NE 10 AVE --- 23.5' WEST OF CA PL 2i5.00' QD = DRAINAGE MANHOLE DESCRIPTION: BRASS BAR IN CONC MON. y s.o 0 = SEWER MANHOLEElCERTIFIED T0: w - �--�- = IRON FENCE JAMES A TURK AND JANNIE TURK BLOCK -,Y = WOOD FENCE 0.54 1 WATER FIR 1/2"NO ID CORNER ---- = CHAIN LINK FENCE BUILDING 35.0' METER ON 07/19/16 - -.- = OVERHEAD UTILITY WIRE O � U FIP 1/2" � - UPDATED SURVEY(FINAL SURVEY) 07-19-2016 JOB# 160723724 LB#712" o UPDATED SURVEY(FlNAL SURVEY) 03-11-2016 JOB# 16032005 _ r '_ UPDATED SURVEY 02-02-2016 JOB# 160222802 CD ON 07/19/16 �? q CONC.SLAB [� , - ❑ ❑ UPDATED SURVEY (SPOT SURVEY) 7-30-2015 JOB# 150721935 N Ln SND 8 1 ASPHALT CONCRETE PAVERS WOOD COVER REVISION (S): cn a ELEV.4.42 o SURVEYOR'S CERTIFICATE. JUL 2 2 2016 I HEREBY CERTIFY THAT TH,S SURVEY IS TRUE AND CORRECT TO THE BE T OF MY KNOWLEDGE AND BELIEF AS RECENTLY p9 AV ASPHALT PAVEMENT SURVEYED AND DRAWN UNDER SAY DIRECTION AND MEETS THE MI [MUM CHNICAL STANDARDS SET FORTH BY THE FLORIDA 87`17'28"W STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORI ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. S R E �" `'I SEAL DATE OF SURVEY. ^i 9 4 f�] AUTHENTIC COPIES OF TF'IS 1210912014 t N SURVEY SHALL BEAR THE 50'RN}/ ORIGINAL SIGNATURE ANDFILE JOB #141220741 C-15516 RAISED SEAL OF THE JU A. SUAR SND BM#2 ATTESTING REGISTERED PRO ESSION L SURVEYO & MAPPER RLE(P):TURK RESIDENCE A ELEV.4.48 SURVEYOR AND MAPPER ATE 0 FLORIDA # 6220 SHEET 1 OF 1 a • b• • • • • ••• • •• ••• • • • O ••