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EL-16-1793 (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-262019 Permit Number: EL -6-16-1793 Scheduled Inspection Date: October 13, 2017 Inspector: Devaney, Michael Owner: Job Address: 456 NE 100 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: CJ ELECTRICAL SERVICES INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Pool - Private Phone Number (786)315-1499 Parcel Number 1132060170350 Phone: (954)292-5711 Building Department Comments NEW POOL ELECTRICAL Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments, /3 &-c--7 October 12, 2017 For Inspections please call: (305)762-4949 Page 4 of 27 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 SINGH, JAINARINE CJ ELECTRICAL SERVICES INC 400 NW 65 AVE B213 MARGATE FL 33063 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! (850) 487-1395 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFES .:.t `r' ,r,�� ULATION EC13005617 8'�� `,n+6/14/2016 ' CERTIFIED . _,` 8)1.0. P. 4R SINGH, JAINA'qu . -�.:. -: CJ ELECTRIC o2 ',:r., •, ; . • IS' .C£RTIF1-ED +.der the' ' E ¢at`opdats AUG+ 31, 2018 ions of,C-h 48.9 --FS L4806140001713 • DETACH HERE STATE OF FLORIDA RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD LICENSE NUMBER :-EC13005617 The"ELECTRICAL CONTRACTOR Named below IS CERTIFIED i Under tie provisions.ofCtiapter 489 "FS. Exp roth j. date: -AUG al; 2018 JELE.CTf ICAL.SERVIC j :MAR ATE /sj ISSUED: 06/14/2016 tecl # 1:t60614000171 ACORD} DATE (MM/DD/YY) rM CERTIFICATE OF LIABILITY INSURANCE 10/27/16 PRODUCER Maples Insurance Agency 1051 East Sample Road Pompano Beach, FL 33064 Phone (954)946-8940 Fax (954)946-8942 r THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR . __ ALTER THE COVERAGE AFFORDED.BY_THE POLI_CIES:BELOW,____ INSURERS AFFORDING COVERAGE r NAIC # INA: FEDERATED NATIONAL INSURED C J ELECTRICAL SERVICES INC RER B: INSURER 1 400 NW 65TH AVE B-213 INSURER c MARGATE, FL 33063 •INSURER D: I < 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,•EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS: INSR orTR ADD'L IN$RO TYPE OF INSURANCE t _ POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MM/DDIYY) , 08/16/17 LIMITS A 0PERSONAL GENERAL ❑❑ LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE �] OCCUR GL -36445 QO 08/16/16 EACH OCCURRENCE 1,000,000 DAMAGE TO RENTED PREMISES (Ea dccurence) 100,000 MED EXP (Any one person) 5,000 & ADV INJURY 1,000,000 GENERAL AGGREGATE 2,000,000 PRODUCTS -COMP/OP AGG 2,000,000 ' GEN'L AGGREGATE LIMIT APPLIES PER: se POLICY 0 PROJECT h1 LOC I I t AUTOMOBILE LIABILITY Li r� , ,.ANY AUTO u ALL OWNED AUTOS 0 SCHEDULED AUTOS rj HIRED AUTOS t 0 NON OWNED AUTOS ElI I COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person)_ BODILY INJURY (Per accident) —�. PROPERTY DAMAGE (Per accident) n GARAGE LIABILITY L] ANY AUTO 0 AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC_ AUTO ONLY: AGG - Its LJ EXCESS LIABILITY I lOCCUR 0 CLAIMS MADE 10 DEDUCTIBLE 0 RETENTION t t I EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER 1 MEMBER EXCLUDED? • If yes, describe under SPECIAL PROVISIONS below r 1 WC STATU- L j OTH- TORY LIMITS ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT OTHER 1 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CJ Electrical Service, Inc License #EC13005617 CERTIFICATE HOLDER CANCELLATION ' VILLAGE OF MIAMI SHORES BUILDING DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) © ACORD CORPORATION 1988 a BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2016 THROUGH SEPTEMBER 30, 2017 DBA: Receipt #:ELECTRICAL/ALARMS/CONTRACTOa. C J ELECTRICAL SERVICES INC Business Name: Business Type: (MASTER ELECTRICIAN) Owner Name: JAINARINE SINGH Business Location: 3753 CORAL TREE CIR COCONUT CREEK Business Phone: Rooms Seats Employees 1 Business Opened:10/30/2007 State/County/Cert/Reg:EC 13 0 0 5 617 Exemption Code: Machines Professionals For Vending Business Only Number of Machines: Vendine TvDe: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: C J ELECTRICAL SERVICES INC 3753 CORAL TREE CIR COCONUT CREEK, FL 33073 2016-2017 Qanwean rn nr-1��c>rF Receipt #52A-15-00009721 Paid 09/26/2016 27.00 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 544 FBC 2014 BUILDING Master Permit No. Fire - PERMIT APPLICATION Sub Permit No. ��o— 1,713 ❑BUILDING J ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL { ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS RECEIVED t '`CEAVED JUN 28 2016 BY: JOB ADDRESS: L15(0 1001 Skrve;4-- City: Miami Shores Folio/Parcel#: t( 3aO(o 01"] 0350 County: Miami Dade Zip: 3' - l 3'>3 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: Skq Cru2-ctesurreckn Gpcurt[ � (�x5e r�L� r OWNER: Name (Fee Simple Titlehold�er):('Tht C�ytr� [t��D, Q'v -�c�vyPrAtnn Phone#: r0 31S' 1�G 1 Address: `156 Ale.,/ (e , City: (Q / State: c: (� FFE: Zip: Tenant/Lessee Name: Phone#: •78G ) 5 /'199 Email: - CONTRACTOR: Company Name: G-5 SIG!C rr tcctt, Sri ' U(CeJ Phone#: c6,4 a i? S'7 11 Address: 315 3 Col lY-ei-. C +VC\e. City: C CC OJ\ U- ci-scxc.L State: �(...... Zip: X36-7 Qualifier Name: 7S-0,1 y1 a v N vl Z S) n5 it Phone#: I State Certification or Registration #: C.13O5(0 11 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: i Address: City: State: Zip: Value of Work for this Permit: $ Z/ 006 Type of Work: ❑ Addition ❑ Alteration Square/Linear Footage of Work: ❑ New Description of Work: Ne6o L E)'ec - Ica ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ .Q Permit Fee $ ,3e7e'O.0 CCF $ I . ZOco/cc $ _Aar"_Aar"Scanning Fee $ Radon Fee $ 4. SO DBPR $ q. G ✓.C7 Notary $ Technology Fee $ i •CO 0 Training/Education Fee $ (•1 V Double Fee $---- Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ z C ' 5 • Z'° (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lende'r'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 commencedprior 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 The foregoing instrument was acknowledged before me this .3 M 0 day of , 20 1U , by -"S C)YI-cr• , who is personally known to me or who has produced identification and who did take an oa NOTARY PUBLIC: Sig as o;rp� KYLE C HAMBRICK ;r. •.'c MY COMMISSION # EE867056 , EXPIRES January 22, 2017 .:. 153 FioridallotaryServlce com Print:,/{. Seal: **************s*************** • !''. APPROVED BY (Revised02/24/2014) • CONTRACTOR The foregoing instrument was acknowledged before me this 1'51- day of .}`-k , 20 IA0 by Cr ‘1,10 t 1V1.( S i YI pVl , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: ;o••' ;�1 44.:KYLE C HAMBRICK * ' MY COMMISSION # EE867056 v EXPIRES January 22, 2017 FioridallotaryService com Sign Print: Seal: as }(cv►ib4' • *******************************************************'**s******************* •� • ,A�// Plans Examiner T Zoning Structural Review Clerk CJ Electrical Services 3753 Coral Tree Circle EC13005617 Coconut Creek, FL 9542925711 Date: State of FlorLoc, County of M‘ovv„ o Before me this day personally appeare being duly sworn, deposes and says: That he or she will be the only person working on the project located at 4156 Ne I0641' S.1 eE ► Shore.„, Sworn to (or affirmed) and subscribed before me this js} day of ,2016 by 3cti►ngrme Sin5in -: 1144. KYLE C HAMBRICK •MY COMMISSION # EE867056 EXPIRES January22, 2017 • Drug 14117) 398-0153 FroridallotoryServloe Com Personally Known Or Produced Identification v Type of Identification PiG,^,c)0 b►�Y�� i-icrns2. Print, Type of St/14t/f/". amp Name of Notary Notice to Owner - Workers' Com p Miami Shores Vfflage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation 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-time 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. 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 records 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 State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of jury , 201C0 . By j ooe- Q4et Notary SEAL: who is personally known to me or has produced as identification. ,01:;94., KYLE C HAMBRICK MY COMMISSION # EE867056 EXPIRES January 22, 2017 i4o7) 999.Q15.9 FioridaNataryservice com • BOUYANCY CALCULATIONS FOR : ORTEZ 456 NE 100 TH. STR . MIAMI SHORES. FL POOL LENGTH / WIDTH (interior 14i FT (AVERAGE) ' SLAB THICKNESS E 0.666667; FT v4.2.15 YEKTA KAVASOGLU, MsCE, P.E. 8.0 " = BOTTOM SLAB THICKNESS WALL THICKNESS 0.583333IFT Flood Elevn = (+7) ft. , Below Top Of Pool ?= 0 ft f28` FT (interior) (AVERAGE) 7.0 " = WALL THICKNESS 5.5j FT • b SF = 1.20 RESULT : DESIGN IS = Q(( 6500 W. ROGERS CIRCLE, SUITE 8000 BOCA RATON, FL 33487 GROUND WATER AT -4 FT PER SOIL REPORT 1 B G C t r 1 5 j FT(Interior) RESISTING GRAVITY LOADS (lbs) 23 FT(Interior) AREA LENGTH WIDTH DEPTH WEIGHT MOM ARN 1 A 14.0 5,5 0.6 6,738 28.88 2 B 5.6 5.5 0.6 5,374 26.38 1 C 5.6 15,2 0.7 8,468 2 D 23.0 1,3 0.6 2,516 2 E 23.6 3.0 0,6 12,381 1 F 15.2 23.6 0.7 35,768 1 G 14.0 3.0 0.6 3,675 ADD SWIMOUT 8 1.5 3.5 6,300 ADD ENTRY STEPS � - 4 3 1.50 2,700 TOTAL= Point of application frm right end x= 83,919 26.38 15.72 11.79 11.79 0.29 27, 2 15.8 FT C erior MOMENT 194,545 141,738 223,345 39,551 145,996 421,765 1,072 170,100 5,400 1,343,512 ADDITIONAL RESISTING GRAVITY LOADS (Include Water from Hydraulic Valve) (lbs) ADD 1 ADD 2 ADD 3 ADD 4 ADD 5 ADD 6 ADD 7 ADD 8 ADD 9 ADD 10 LENGTH WIDTH DEPTH XX 0 0 0 XX 0 0 0 jacuzzi 7 7 0.5 jac wall 28 0.5 3 jac step 18 1.5 1.5 XX 0 0 0 XX 0 0 0 XX o ( - . 0 0 XX XX •, 0 0 0 TOTAL= GRAND TOTAL = WEIGHT MOM. AR? 0' 0.00 07 0.00 3,675' 14.5: 6,300 14.5 6,075' 14.5 0- 0 0: 0 0' 0- 01 0 0 16,050 - MOMENT 0 0 53,288 91,350 88,088 0 0 0 0 0 232,725 2.5 IrBerior 'FP Ib -t7-1____12 CA#06141, PE#41310 (954)655-6666 yka.usa@gmail.com Yr.," �....j JUN 2'8 201 ‘so\‘‘t1/4"yjWAS;Iii* , • C . •: y0 41310 • • ••• F.Loo°•• • •'',O,FSStON N‘' 111111 NOTE: WATER DEPTH ADJUSTED FOR HYDRAULIC RELIEF VALVE ALLOWANCE OF 2ft+ FLOOD ELEVATION I, Total Allowance = 2 ft BOUYANCY FORCES method 1 LENGTH WIDTH DEPTH4DJ.DEPTH waterwghi jgjr,arm a= 15.16667 5.583333 6.16666667 4.1666667 22,0170 26.4 15.16667 23.58333 3.16666667 1.5813333. • .35,339 • • • '15.7 15.16667 23.58333 3 • •1 •22,319. • • r1.1.8 •• • add�0_ 12 3` 11.1111. 0 • 26 b= c= additional force BOUYANCY FORCES SECTION' 2. 3' 4 5 6 7 8 9 10 LENGTH 29.3 0.0 0.0 0.0 0.0 0.0 0.0 0110• . • ••d• •11 • • • • o• •• 1111 • • • • • • TOTAL= • • 79,675 • • • 0•x3•• 17.6 FT • method 2 W -AVERAGE DEPTH • WIDTH \VG. DEPTH \DJ -D PTFI . BODY mom -arm pi�gt 15.3 4.8 •28 •79,480_ • • • •15.5 1251936.1 • • moment 580,697 263,18 • 0, • • ••••15 1,3'4'63 • • • 0.0 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0` 0.0 -2.0 1.0 -1.3 -1.3 -1.3 -1.3 -1.3 -1.3 -1.3 0 •• 40.0 0` 0.0 0 0.0 0 0.0 0 0.0 0 0' 0 0 ! 0 0 0 0 0 0 0 0 0 • • 99,969 1,576,237 Avg= ,L12 1.28 TOTAL= 79,480 16 FT 1,231,936 ENGINEERING & TESTING, INC.. Phone: (866) 781-6889 •Fax: (866) 784-8550 www.floridaengineeringandtesting.com - 250 S.W. 13"' Avenue Pompano Beach, FL 33069 REPORT OF GEOTECHNICAL EXPLORATION FOR: Eagle Concrete Corp. 3389 Sheridan Street Suite 154 Hollywood, Florida 33021 PREPARED FOR: Proposed Swimming Pool 456 N.E. 100th Street Miami Shores, Florida PREPARED BY: Florida Engineering & Testing, Inc. 250 S.W. 13th Avenue Pompano Beach, Florida 33069 (954) 781-6889 ••••••• • •• •• • • • • • • • . • .• •.• .• • • • •. ON: • ••• ••• January 30, 2015 • • • • • • • J • • • • • • t • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • b • 0I• • • • • . • • • • • • • • ••G • • . d!= '1J • • • • • • • • • • _V • • • • • • • • • • • ,r Q ` • • • • • • •• •'•�� Qraliy \Ai $sstrance�� { TABLE OF CONTENTS I.) DISCLAIMER II.) COVER LETTER • SOIL STRATAS • WATER LEVELS • FOUNDATION RECOMMENDATIONS III.) STANDARD (DYNAMIC CONE).PENETRATION LOG(S) IV.) FIELD SKETCH V.) MAP OF SUBJECT SITE . VI.) GENERAL NOTES • KEY CLASSIFICATIONS & SYMBOLS VII.) LIMITATIONS OF LIABILITY DISCLAIMER Our report findings are based on present onsite soil conditions encountered. It is imperative that you G read our reports in their entirety and follow all recommendations as listed. Failure to follow our recommendations, may result in delays and additional costs due to permitting agencies (Building Department, etc.) withholding a"Certificate of Occupancy for your proposed structure(s). All recommendations shall be followed in order to receive a final certification, which may include but not be limited to density testing per lift of fill material, demucking verifications, piling inspections. In addition, these reports are for foundation analysis only and shall not be used for excavating, backfilling, or pricing estimates. •• ••• • • • • • •• • • • •• • • • • • Please schedult.us *►= hast Z4:hDn3s it,advance for all tests and inspections. If you choose to use •• ••• •• .• • • •• another engineering firm for further testing and inspections, it is your responsibility to ensure that they provide youG with he probe r'cc1`tification.%writing, as outlined in our report. • • • • • • • • • • •• • •• •• •• •• •• • • • •• • • • • • • • •• • • • •• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • January 30, 2015 Eagle Concrete Corp. 3389 Sheridan Street Suite 154 Hollywood, Florida 33021 RE: SUBSOIL INVESTIGATION Proposed Swimming Pool 456 N.E. 100th Street Miami Shores, Florida Dear Sir or Madam; ENGINEERING & TESTING, INC. Phone: (866) 781-6889 •Fat: (866) 784-8550 www.floridaengineeiingandtesting.com 250 S.W.13th Avenue Pompano Beach, FL 33069 Job Order No.: 15-391 Pursuant to your request, Florida Engineering & Testing, Inc., has completed a subsoil investigation on January 29, 2015, 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 attached field sketch for locations). The following is a general condition for the subject site: Depth From To 0'0" - 2'0" 2'0" - 6'0" 6'0"-10'0" 10'0"-15'0" 15'0" - 25'0" Soil Descriptions Light Gray Fine Sand with Trace of Limerock Fragments Orangish Brown Sllty Sand with Trace of Organics Brownish Gray Fine Sand with Trace of Limerock Fragments Tan Limestone with Some Silty Sand Light Gray Fine Sand with Some Limestone Fragments Groundwater tafile •'e evafiori vas h�atured immediately at the completion of the boring and was found at a depth of'Si4 f�eL (0'0;',:BBQL. Fluctuation in water levels should be anticipated due to surface runoff; tiea'l influences; seasonal variations, varying ground elevation, construction dewatering and pumping activities in the area. Site contractor must familiarize themselves with site conditions Ai :he rvent:g=ou elwatpr:cgntrols and dewatering is needed. The contractor shall make sure that groundwater 4evas ori adj�c�nt properties are not affected by the contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level. ••• • ••••••• •• •• • •• •••••• ••• •• ,/((r��'44� ••• ••• ••i Page 2 January 30, 2015 Job Order No. 15-391 Eagle Concrete Corp. Proposed Swimming Pool 456 N.E. 100th 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 silty material with trace of roots and organics was encountered at approximately two feet (2') down to six feet (6') BEGL. All unsuitable'material encountered must be removed prior to construction. 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 foundation preparation: 1) Locate the pool/spa and deck area, excavate and remove the layer of unsuitable silty material with trace of roots and organics 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 foundations may be required to prevent undermining. 3) De -water the bottom of the excavation and compact with a vibratory roller to 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 material placed in 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 the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layers should not exceed six inches (6") in thickness•• ... :.: • • • •• • • 6) All constrt►ctiph f4t rt�ateiaE sbg 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 sive (Q,075mm). • • • •• . •• •..• • • • • • • • • • • •• • •• •• .• •• •• • • 7) Reprosenta ve sa ripras of th6 an!site and proposed fill material should be collected and tested to determine the classification and compaction characteristics. ••• • • • ••• • • • • • • • • • • 8) Verify al;detsificairan pt•oclydurOs by taking an adequate number of field density tests in each •000 • • • 0410 • • Page 3 January 30, 2015 Job Order No. 15-391 Eagle Concrete Corp. Proposed Swimming Pool 456 N.E. 100th Street, Miami Shores, Florida: 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. 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 submitted as the confidential property of clients, and authorization for publication of statements, conclusions, or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our Geotechnical engineer. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and Regulations. Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help any way we can. It has been a pleasure working with you and look forward to doing so in the near future. ...... • • .. .. . •. • • . . .. ••• .. • .. •... • ... • • • . .. . .... • • . •. •. •. • •. •• . .. • .• . . .... . . .. ... . .. •• .. .. . . •. ... . • • •.... . • ...... .. .. .... . .• ... • Sincerely, Reza Jav an, P.E. Florida Engineering & Testing, Inc. ' Florida Reg. No. 60223 Certificate of Authorization No. 6923 SPT Test Boring Report Client: Eagle Concrete Corp. Project: Proposed Swimming Pool Hole No: B-1 Date: 1/29/15 Address: 456 N.E. 100th Street L Miami Shores, Florida Location: See Attached Field Sketch Depth (Ft) Soil Descriptions Hammer Blows N Penetration "N" Value 10 20 30 i 40 _ 0' - 2' Light Gray Fine Sand with Trace of Limerock Fragments 4 4 5 4 9 — 2' - 6' Orangish Brown Silty Sand with Trace of Organics 3 2 2 0 4 — — '1 2 0 0 2 _ 6' - 10' Brownish Gray Fine Sand with Trace of Limerock Fragments 5 8 7 7 15 — _ —10 .5 6 9 11 15 10' - 15' Tan Limestone with Some Silty Sand — — 10 12 10 9 22 _ 15' - 25' Light Gray Fine Sand with Some Limestone Fragments ---- A — — 20 5 8— 11 13 19 -- -- -- -- A _ 12 11 13 13 24 — .. ... . . . . . .. 30 • • Water Level: •. 6'0" • • �F,G��f,. .. •.. .. . .. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization fbG pt llfcatiorl df. statl`lients,•cbpcleiQns or extracts from or itg rdinp our rejdtts j rev -veil rendi v our written approval... • •• •••• •• •• •••• •••• • A = Auger Ref = Refusal ... . . . . ... BEGL = Below Existing Greuailx,evel 0= Weight ofHanml' e•••. ••• •�• Reza Javan, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 . .... • .. . .. ... • .... . .... • .... • .. . .. • •••• . • .• • • • • .. . • .. • • • .. • • • • • •• • ••• 1. •• • •••• . • .. . • • .. • .... • • • 1. • •• .. . •••• • •• .. • 1 . • •• • • . .. .. . EDB -1 S.F.H. N.E. 100`h Street Field Sketch Not to Scale Nj 456 N.E. 100th Street Miami Shores, Florida Print - Maps bing Maps 456 NE 100th St, Miami Shores, FL 33138 Proposed Swimming Pool 456 N.E. 100th Street Miami Shores, Florida gOn the go? Use m.bing.com to find maps, directions, businesses, and more rage 1ort Sunny Bunche.ParI Opa-Loekaa rns Ba klarbo , 1 ; ' ,Bicayne Pa'n'ic;tands Miami Iei ''''"."1" -j „'i i EI^,orta•I,,tt �� . ./ i j :f, e h , i - i ' k • ` A '' �ttz 1 t..1 1614-1 ' i+� 5T1}t' v'aitCor riwll . irgu'~x r.Niir1,i:. -1 +a S4FcLL (932) NE 105th St ABC Leamm9 -NE.104th St Center Z. N z rn rt 3+ ro I' ivvu� ,� kvts) D to z `m NE 105th St - Miami Shores a1 Elementary �Y«-� School kV'' ft I Mirror, ;Cake"' NE -103rd. St NE 102nd St NNE 102nd St i viNE101st5t------ - rn NE 101st St > m rp NE 100+>,St��e� _� 0 Q rn stirqS' eco ,. t�E 99th St m �'' 6Lo z- Gc.a 2 ,� m4 Cil Cf1 rp 5 r -t l.s. Miami Shrs ¶4 Ultage Employee WEDS FARGO BANK :es Postal Service 1 M 4iami Shores El.t lirrd NE 97th St 1; vl •.. ••• • . •. •• •• • ••• Chase Bank tN. «• .• • •.'� •• • —j. • .. N •4M • • • • • • • .. • M •• •• • •. • • • • M •• N •• ••• D• •• •• • • • . •• ••• • • • • •• Pizza Fiore Y1+ 4o • ••• ��.•• ••t• . .•• ••. • • 1• • •• .. •M • • • • •• . • • • .. • • •• .•.• • • z • • 1 t • .4... • • •• .• • • ,ry yi Iron Sushi .. • • • • • •• •• • • *E ,.y 1 Et. • '1' 1 1 ••• .•. ••• ••• IV �•'•+ •• bing Z > cri--. • • ••• • • • • • • • • • • • N•• •. ••N •• ..•• •. • • • • •• • •• • • • •r •. • • ••• •.• • .• M• ••• ••• • • • • • • •• • • •• •• • • •• • • • •• •• • • • •• •• NE 97th St > cri «- -M NE 95th St 1 1 " /N L. k _cr Miami Shares _ yJ Presbyterian Churr re Cy` Qt 915 NE 94th St 0 2015 Mrrosofr Corpora1:ion 0 2014 Nokia http://www.bing.com/maps/print.aspx?mkt=erT its&z i 6&s=r&cp=25.866961,-80.188293... 1/30/2015 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 field 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 •. • • • • •• Soft Standard Penetration (Hammer Blows 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 > 12in Cobble 3 - 12in Gravel 4.76mm - 3in Sand 0.074mm - 4.76mm Silt 0.005mm - 0.074mm Clay < 0.005mm Modifiers 0 - 5% Slightly Silty/Clayey 5 - 30% Silty/Clayey 30 - 50% Very Silty/Clayey 0 - 2% Very Slight Trace 2 - 5% Slight Trace 5 - 10% Trace 10 - 15% Little 15 - 30% Some > 30% With ?: •" Ck ifatdhog§ Description •• • w. w w w. w ••. ... • • •• •• 0880• • • • •. •• Medium. ... Moderxttgy tinier.* Hard ., • . •• • • ••• ••• Very Hard ••• :• Rtfk tore crumbles when handled. .can break care with your hands. ijnees ®iNroskc ore can be broken with fingers. . jlln.4i s'Q,ktork••core cannot be broken with fingers. kroclk ¢bre dugs tvdten struck with a hammer. • •• • • • • • • • • • • • •• •• •• • • • • • •••• M ••N • • •••• •• • • • • •• • •• • • • • N • • • •. • .. • •• •• • • .• • .• • • • • • • •• • • •• •• • • .• • • • •• •• • • • •• •• ••• • • • ••• • • { 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 Geotechnical 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 Eiginggrrng Si Testing, Inc.i • shall be notified to review ; the i dti ; r al any recommendations as needed. «• • « • • • M •.•• •• • « •• •.•• • • • • • • • • • • • •• •••• •• • • • •• LABORATORY MD FIJLpJES1S • • • • • • • • • • • Tests are performed in• accerdaics iwitla.••s«pec`lf :As1'\4 • Standards unless otherwise inlicateL. •A.li•m teiia ancliukii in a given ASTM Standard•are net always required *wail • performed. Each test repcyrl jnclicatea the measurement. and determinations actually male .• • • • • • «• • «« ••N •• « • • • • « • .. • • • • « •• • •«•••• •• ••••••••• • ••• • • .• • • MN • • •• • • • •• •• • • • •• •• •.• • • • ••• • • 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. CONSTRUCTION OBSERVATIONS Construction observation and testing is an important element of Geotechnical services. The Geotechnical Engineer's Field Representative (Field Rep.) is the "owner's representative" observing the work of the contractor, performing tests, and reporting data from such tests and observations. The Geotechnical Engineer's Field Representative does not direct the contractor's construction means, methods, operations, or personnel. The Field Rep. does not interfere with the relationship between the owner and the contractor, and except as an observer, does not become al 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 responsibility 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. BOUNDARY SURVEY ICBM LAND SURVETtNake EEC. PLANTATION, FLORIDA 33322 PHONE (954) 473-8010 FAX (954) 473-8020 CERTIFICATE OF AUTHORIZATION LB#7086 E:MAIL• KERILANDSURVEYING@YAHOO.COM BY 41.1111r1--1840 NORTH PINE ISLAND ROAD• NOTES 1) ELEVATIONS, IF SHOWN HEREON, ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. BASED ON DADE COUNTY BENCHMARK "N-802", ELEVATION = 8.98 FEET. 2) UNDERGROUND IMPROVEMENTS AND/OR UNDERGROUND ENCROACHMENTS NOT LOCATED OR SHOWN. 3) ANGLES SHOWN HEREON ARE BASED ON THE RECORD PLAT. 4) ROOF OVERHANG NOT LOCATED UNLESS OTHERWISE SHOWN. 5) THIS SURVEY 15 FOR BUILDING PERMITTING PURPOSES ONLY. 6) REASONABLE EFFORTS WERE MADE REGARDING THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES. THIS FIRM, HOWEVER, DOES NOT ACCEPT RESPONSIBILITY FOR THIS INFORMATION. BEFORE EXCAVATION, CONTACT THE APPROPRIATE UTILITY COMPANIES FOR FIELD VERIFICATION. 7) ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH MEASURED ON THE GROUND AND RECORD (AS PER PLAT) UNI FS5 OTHERWISE SHOWN. 8) THIS SURVEY IS CERTIFIED EXCLUSIVELY TO: THE CHURCH OF THE RESURRECTION EAGLE CONCRETE CORP. CITY OF MIAMI SHORES, FLORIDA 9) DENOTES OVERHEAD WIRES. I O)g DENOTES EXISTING GRADE ELEVATION. NO110E LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE SURVEYOR FOR RIGHTS-OF-WAY AND/OR EASEMENTS OF RECORD. THEREFORE, ONLY THOSE RIGHTS-OF-WAY AND EASEMENTS SHOWN ON THE REFERENCED PLAT ARE SHOWN. 337.50' NORTHEAST 4th AVENUE t LEGAL DESCRIPTION: THE WEST 25 FEET OF LOT 3, ALL OF LOT 4 AND THE EAST 12.5 FEET OF LOT 5, BLOCK 59 OF "AMENDED PLAT OF MIAMI SHORES SECTION NO. 4" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 15 AT PAGE I4 OF` THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. NORTHEAST 100th STREET /I 11 10 9 8 7 6 5 jj 2 1 cspo 12 13 14 15 16 17 18 NORTHEAST 99th STREET 19 LOCATION SKETCH NOT TO SCALE olL NORTHEAST 100th STREET 75' TOTAL RIGHT—OF—WAY '(PER PLAT) 34' ASPHALT PAVEMENT FOUND 1/2" IRON ROD i 17.10' (NO ID) -r WEST UNE BLOCK 89 0 0 ui 37.50' 0 J 2 2 19.90' CONCRETE WALK :. • 87.50' : 10.21' o: `12.60' •\ 12.40' —u—a—,—o—A'14.90' o m 0.20' " V /co e 9•O. °9.97' t 12.56 TYPICAL 6' a WOOD FEN CENL.sc PAVER;; . . •;BLOCK'. •DRIVEWAY • •C U ///i.7/ o ONE STORY RESIDENCE NO.1456/ t'/ FLOOR ELEV.=10.9'/ GARAGE ELEV.= 9.0' i / ///t 0 15.70' � GREEN \ 0 *PAT10 X25.50' i() 0 N 13.65' / 16.50' 0 tG , 3.40' 37 50' 2 3' 2 GATE 4' 50.00' \R• FOUND 1/2" IRON ROD (NO ID) o� 13.83' 25.00' 25.00' 0.10' 1 THEWEST 25FEET OFLOT 3, ALL OF LOT 4 AND THE EAST 12.5 FEET OF LOT 5 ( BLOCK 89 � i 0.10' 0 0 0 Q TYPICAL CONCRETE WALL FOUND IRON ROD-' o �M 15' ALLEY RIGHT—OF—WAY (PER PLAT) 8 (NO ID) WOOD POLES 10' ASPHALT PAVEMENT • • • • • • • • • • • • • • • • • 6 • • 0 CERTIFICATJ0I .. • • • • • Or I HEREBY CERTIFY THAT HIS SKETCH OF SURVEY MEETS THE MINIMUM ( TECHNICAL STANDARDS SET FORTH BY TTHHEE,FLORIDA BOARD OF PROFE1 FLORIDAS DMI RA IVE CODE liIJRSUANTI 0OAPTER ECCT ON 472.027,J- I RA IVEC FLORIDA STATUTE*.• ••• • e • •• • • NOT VALID WITHOUT THE SIGNATURE ANPOR16INAL RAISED SEAL OF ADA PROFESSIONAL SURVEY.R AND MAPPER." PROFESSIC);PA r•• •$ • • • • • JA',� • SIGNATURE DATE .• Kat SURVEYOR'AND MAPPER NO. 5721 STATE OF FLORIDA 25.00' FOUND 1/2" IRON PIPE (NO ID) WOOD POLE r FLOOD INFORMATION • FLOOD ZONE: X (BASE FLOOD ELEV.: N/A COMMUNITY PANEL # 120652 0302 L BUILDING DIAGRAM NO. 8 1 MAP DATE: 09-I1-09 LOWEST FLOOR ELEVATION : 10.9 FEET `GARAGE FLOOR ELEVATION : 9.0 FEET CLIENT: CHURCH OF THE RESURRECTIONN PROJECT NO.: 20401 SURVEY DATE: FEBRUARY 7, 2015 456 NORTHEAST 100th STREET MIAMI SHORES, FL 33138 SCALE: 1"-30' FILE: EAGLE CONCRETE CORP.