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RC-18-1205Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number INSP-001769-2018 Permit Number: RC-5-18-1205 Scheduled Inspection Date: November 20, 2018 inspector: Naranjo, Ismael Owner: OLIVER DI PIETRO Address: 9707 NE 5 AVE Project: Miami Shores, FL 331382444 Permit Type: Building (Residential) Inspection Type: Building Final Work Classification: Addition/Alteration Phone Number: Parcel Number: 1132060180030 Contractor: IMPERIAL GROUP DESIGN, INC Phone Number: 9546876761 GENE MARESCA Building Department Comments BUILD ENCLOSURE FOR GENERATOR AND TRASH BINS 110 SF FOR GENERATOR AND 70 SF FOR TRASH Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 19, 2018 For Inspections please cast: 305-762-4949 Page 20 of 33 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. RC-5-18-1205 Pennit Type: Residential Construction Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 6/22/2018 Expiration: 12/19/2018 Parcel Number Applicant 9707 NE 5 Avenue Road Miami Shores, FL 33138-2444 1132060180030 Block: Lot: OLIVER DI PIETRO Owner Information Address Phone Cell OLIVER DI PIETRO 9707 5 Avenue Road MIAMI SHORES FL 33138- Contractor(s) IMPERIAL GROUP DESIGN, INC Phone CeII Phone (954)687-6761 Valuation: Total Sq Feet: $ 12,900.00 180 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: BUILD ENCLOSURE FOR GENERA Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: BUILD ENCLOSURE FOR GENERAL Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge P&Z Review Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $7.80 $5.81 $3.87 $2.60 $35.00 $387.00 $45.00 $15.00 $10.40 $512.48 Pay Date Pay Type Invoice # RC-5-18-67449 06/22/2018 Credit Card 05/07/2018 Credit Card Amt Paid Amt Due $ 462.48 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Final PE Certification Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Building Review Structural Review Planning Declaration of Use F. Termite Letter F. Elevation Certificate Review Mechanical Review Electrical Review Plumbing In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this pe - ume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELE TRICAL, P BING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDA constru that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ermore, I authorize t abov named contractor to do the work stated. Dr r Authorized Signature: O `7---Applicant / Contractor / Agent June 22, 2018 Date Building Department Copy June 22, 2018 1 BUILDING PERMIT APPLICATION Ili 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 RECEIVE, MAY 0 7 2018 FBC 261� Master Permit No. 2—C Cam- IZv S Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 17 777-- A/F .S C�,'vei,,(,_ h City: Miami Shores County: Miami Dade ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: _33/33) Folio/Parcel#: 1/ — 3Z©6- iz/ - Oct 3CJ Is the Building Historically Designated: Yes Occupancy Type: -sr-' Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): ©Li 0 E2 2// «% /e&7 Address: 7707-- /UE 5aCi.e Roe City: /4.14-/w State: Fe -- NO %c BFE: FFE: Phone#: 4? &30?_—�7 Zip: 33/3 Tenant/Lessee Name: /V/i- Phone#: .77fbiC .o% q .P4.p/A--7!2D, G-©it CONTRACTOR: Company Name: ._1N1•( f QAA 4 6't cameo D&sue Phone#: c4( (D47F� / (�/ Address: 2_2 /s IQ LK. r ,Ai City: /- /t-X-)0 b el State: rZ- o Zip: 33 02.0 Phone#: 5- (37 3 3070 State Certification or Registration #: C 6 e- /. 2_ Certificate of Competency #: DESIGNER: Architect/Engineer:.)T Th'1ES C. /i:S TEA/E % Phone#: 43®1-- ' K$I'15 Address: City: State: Zip: Value of Work for this Permit: $ / 7CO ° D 6 Square/Linear Footage of Work:- /cO SP Type of Work: ❑ Addition ❑ Alteration ,New ❑ Repair/Replace ❑ Demolition '6 0/-L e-7 /CG-c S01 E f9/4 et — ,-- �rvJO Tile'/-( 6'fVS //0 S. FF/i ig � 1- 7,, s F Email: Qualifier Name: 5 2M4 /'4/)CGZ Description of Work: Specify color-of;color i iru. tile.: Submittal Fee '$' ' Permit Fee," -� �"'E ' �� CCF $ CO/CC $ S..' . Scanning Fee $ Radon Fee $ � DBPR $ 9 Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 62r 8 (Revised02/24/2014) Bonding Company's Name (if applicable) r ' Bonding Company's Address City' State Zip Mortgage Lender's Name (if;applicable) Mortgage Lender's Address City r # . 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 cop of the'fiotice of commencement and construction lien law brochure will be delivered to the person whose property is subje for the first inspecti inspection will not be Signat o attachme n which occur pproved a t. Also, a certified copy of the recorded notice of commencement must be posted at the job site seven (7) days after the building permit is ued. In the absence of such posted notice, the a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this ?Pi day of Ala ,20 Io• ,by P;� MOAN , who is personally known to me or who has produced tr,V*c \3 NAM as identificati NOTARY P Sign: Print: Seal: o = ho did take an oath. mammum YANAD r'IETO `� ' *;Sj Y COMMISSION # FF214031 �r `-, Is XPIRES: March 25, 2019 neoned Th� Notary Public Underwriters d_ *************************/******"*ue s APPROVED BY i Co Signature CONTRACTOR The foregoing instrument was acknowledged before me this n ;y�r (�. day of iAtPo�1i� ,20 ( ,by , who is personally known to me or who has produced lb'. r'160o-2q0-1-i4o Oas identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Plans Examiner ;lope**** * AM tO \\-1O l) MIHAELA STOICA 'P MY COMMISSION # GG001867 aitt- EXPIRES June 17, 2020 ************* Zoning Structural Review Clerk (Revised02/24/2014) 5/4/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-018-0030 Property Address: 9707 NE 5 AVENUE RD Miami Shores, FL 33138-2444 Owner OLIVER R DI PIETRO Mailing Address 9707 NE 5TH AVENUE RD MIAMI SHORES, FL 33138-2444 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4/2/0 Floors 1 Living Units 1 Actual Area 4,008 Sq.Ft Living Area 2,925 Sq.Ft Adjusted Area 3,342 Sq.Ft Lot Size 22,216 Sq.Ft Year Built 1951 Assessment Information Year 2017 2016 2015 Land Value $666,480 $555,400 $533,184 Building Value $293,005 $296,881 $300,758 XF Value $598 $603 $531 $834,473 Market Value $960,083 $852,884 Assessed Value $857,960 $840,314 $834,473 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $102,123 $12,570 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, Board, City, Regional). School Short Legal Description RESUB OF BLK 98 MIAMI SHORES SEC 4 AMD PL PB 49-37 LOT C LOT SIZE 22216 SQUARE FEET OR 20612-2536 08 2002 1 The Office of the Property Appraiser is continually editing and updating the tax roll. T,,,� w��„« ,,,ay noc reriecr me most current information or Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Generated On : 5/4/2018 Taxable Value Information County Exemption Value Taxable Value 20171 2016 $50,0001 $50,000 $807,960 $790,314 School Board 2015 $50,000 $784,473 Exemption Value $25,000 $25,000 $25,000 Taxable Value $832,960 $815,314 $809,473 City Exemption Value Taxable Value Regional $807,9601 $790,314 $50,000 $784,473 Exemption Value $50,000 $50,000 $50,000 Taxable Value $50,000 $50,000 $807,960 $790,314 $784,473 Sales Information Previous Sale Price OR Book- Page Qualification Description 06/28/2013 $772,000 28703- 0276 Qual by exam of deed 08/01/2002 $455,000 20612- 2536 Sales which are qualified 08/01/2001 $0 19842- 2796 Sales which are disqualified as a result of examination of the deed 12/01/1998 $330,000 166018 Sales which are qualified Miami Shores Village 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-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 empl subcontractors for your project. The contractor has provided an affidavit stating that he or she will he the only person alled to wor on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensati .n insuran coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BE t OW ��'ti U ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS Signatu Owner State of Florida County of Miami -Dade ..)He The foregoing was acknowledge before me this L. day of By (Ivy .(2- . Y Qi-ekro who is personally known to me or has produced r ivolY' I CWh9 Notary: SEAL: as identification. , 20 1 U YANADY PRIEfO MY COMMISSION # FF214031 Ip EXPIRES: March 25, 2019 ;q4•'' Bonded Thru Notary Public Underwriters " 201•1TA.+.VEMC...1 R9[i- 9S Imperial Group design, 'Inc. CGC 1524382 2215 Polk St Hollywood, FL. 33020 Bill To: Oliver Dipietro Address: 9707 NE 5 Rd, Miami Shores, FI Cell: 786.301.2770 Email: drdipietro@drdipietro.com JOB ORDER Estimate Ph: (954) 687-6761 Fax: (954) 367-2147 Email: imperialgroupdesign@ayahoo.com SALESPERSON ORDER DATE REQUIRED 180421 DELIVERY METHOD Ionel Parus 04/25/2018 Construction services at the above address. Descriptions of job are explained below: 1. Build enclosure for emergency generator. 2. Build trash cans enclosure wall. The company will supply all materials to perform this job. We are NOT responsible for any defects of any type created by others. Any other work that is not mentioned in this estimate will be charged with a separate written invoice. TOTAL: $12,900.00 The payment will be done in the following manner: - BALANCE TO BE PAID 35% BEFORE WORK STARTS (DEPOSIT), 35% WHEN JOB IS HALF COMPLETED AND REMAINING BALANCE OF 30% WHEN ABOVE WORK IS FINISHED. PLEASE READ AND UNDERSTAND ENTIRE CONTRACT BEFORE SIGNING. THE ABOVE SIGNED ACCEPTS THE JOB AT THE PRICE QUOTED AND AGREES TO PAY FOR SAID WORK PROMPTLY UPON COMPLETION OF THE SAME. IF ANY SUMS ARE COLLECTED BY SUIT OR DEMAND OF AN ATTORNEY THE BELOW SIGNED TO PAY FOR ALL COST INCLUDING REASONABLE ATTORNEY FEES AND INTEREST OF 1.5% PER MONTH UNTIL BILL IS PAID IN FULL. Owners Print Name and Signature: Deposit Date: Check Number: Amount Deposited: Date: 1,) Page STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940. NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MARESCA, GENE IMPERIAL GROUP DESIGN, INC 5 VIA DE CASAS SUR APT 103 BOYNTON BEACH FL 33426 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 tog 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! RICK SCOTT, GOVERNOR STATE OF FLORIDA 3._ DEPARTMENT OF BUSINESS AND =•� PROFESSIONAL REGULATION CGC1524382 ISSUED: 06/16/2016 CERTIFIED GENERAL CONTRACTOR MARESCA, GENE IMPERIAL GROUP DESIGN, INC" IS CERTIFIED under the provisions of Ch.489 FS. Expiration date : AUG 31. 2018 L1606160000283 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER CGC1524382 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 MARESCA, GENE IMPERIAL GROUP DESIGN, INC 2215 POLK ST HOLLYWOOD - FL 33020 mei scrt- na11RM)llR nlCDl AV AC DGrll IIDCn RV I AM/ CCr1 a6 1 1R/1R1RMM9R'l BROWARD` 0ME 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2017 THROUGH SEPTEMBER 30, 2018 DBA:IMPERIAL GROUP DESIGN INC Business Name: Receipt95TRACTOR (CERTI IED Business T @:GENERAL 2800CON Yp GENERAL CONTRACTOR) Owner Name: GENE MARESCA (QUALIFIER) Business Opened:10/20/2016 Business Location: 2215 POLK ST State/CountylCertlReg:CGC1524382 HOLLYWOOD Exemption Code: Business Phone: 954-687-6761 Rooms Seats Employees 1 Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 2.70 0.00 0.00 29.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: IMPERIAL GROUP DESIGN INC ATTN: IONEL PARUS 2215 POLK ST HOLLYWOOD, FL 33020 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 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. 2017 - 2018 Receipt #52A-17-00000339 Paid 10/13/2017 29.70 AC Ro® CERTIFICATE OF LIABILITY INSURANCE DATE A E(M4/2O18 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy()es) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Merchant Insurance Solutions 12326 Isabella Drive Bonita Springs FL 34135 CONTACT Patricia Wedge -Ludwig INC._ ; (239) 823-4382 (, No (866) 406-4983 ADDRESS: smerchant@merchantinsurancesolutions.com INSURER(S) AFFORDING COVERAGE NAIL 5 INSURERA: CYPRESS PROPERTY AND CASUALTY INSURAN INSURED Imperial Group Design Inc i 2215 Polk Street Hollywood FL 33020 INSURERS: ASSOCIATED INDUSTRIES INSURANCE COMPAt INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR , TYPE OF INSURANCE . ADDL( SUER POLICY NUMBER f MIDDIYYYYI POUCY EXP ( M/DD/YYYY) UMW A X COMMERCIAL GENERAL�LABIUTY FGL 5018342 00 81 03/26/2018 03/26/2019 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000 MED EXP (My one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L X AGGREGATE POLICY OTHER: LIMIT APPLIES JET PER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LABILITY ANY AUTO OWNED AUTOS ONLY HIRED SCHEDULED AUTOS NON OWNED AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LAB EXCESS LAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY �ICER/MEMBER EXCLUD D?(ECUTNE Yj (Mandatory In NH) ( If yes, describe under DESCRIPTION OF OPERATIONS below NIA AWC1090381 08/09/2017 08/09/2018 Noi PER STATUTE OTH- ER E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) License # CGC 1524382 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD i SUBSURFACE EXPLORATION REPORT AND ENGINEERING RECOMMENDATIONS PROPOSED ADDITIONS DR. DIPIETRO RESIDENCE 9707 NE 5TH AVENUE ROAD MIAMI SHORES, FL •"" APRIL 27TH, 2018 ••'• : .• • :••• FILE NO.: 18-2538 Ardaman & Associates, Inc. OFFICES • • • • • • • • • • • • • • • • . ••• .. . . ••• •• .. • .. • •• .• .. . .• . • .. •.• • Orlando, 8008 S. Orange Avenue, Orlando, Honda 32809. Phone (407) 855-3860 Bartow, 1525 Centennial Drive, Bartow, Florida 33830. Phone (863) 533-0858 Cocoa, 1300 N. Cocoa Blvd., Cocoa, Florida 32922, Phone (321) 632-2503 Fort Myers. 9970 Bavaria Road, Fon Myers, Florida 33913, Phone (941) 768-6600 Miami, 2608 W. 84* Street, Hialeah, Florida 33016, Phone (305) 825-2683 Port St. Lucie, 460 Concourse Place NW, Unit 1, Port St. Lucie, Florida 34986, Phone (772) 878-0072 Sarasota, 78 Sarasota Center Blvd. Sarasota, Florida 34240, Phone (941) 922-3526 Tallahassee, 3175 W. Tharpe Street, Tallahassee, Florida 32303, Phone (850) 576-6131 Tampa, 3925 Coconut Palm Drive, Suite 115, Tampa, Florida 33619, Phone (8 1 3) 620-3389 West Palm Beach, 2200 N. Florida Mango Road, Suite 101, West Palm Beach, Florida, 33409, Phone (561) 687-8200 Baton Rouge — 316 Highlandia Drive, Baton Rouge, Louisiana 70810 — Phone (225) 752-4790 Monroe — 338 Fontana Road, Monroe, Louisiana 71203 — Phone (318) 343-0900 New Orleans — 1305 Distributors Row, Suite 1, Jefferson, Louisiana 70123 — Phone (504) 835-2593 Shreveport — 7222 Greenwood Road, Shreveport, Louisiana 71119 — Phone (3 i 8) 636-3673 MEMBERS: A.S.F.E. American Concrete Institute American Society for Testing and Materials Florida Institute of Consulting Engineers Ardaman & Associates, Inc. Olid%1 • • • •. """t ' 'C Ardaman & Associates, Inc. , Geotechnical, Environmental and Materials Consultants Mr. Oliver R. DiPietro 9707 NE 5th Avenue Road Miami Shores, FL 33138 RE: SUBSURFACE EXPLORATION REPORT PROPOSED ADDITIONS DR. DIPIETRO RESIDENCE 9707 NE 5TH AVENUE ROAD MIAMI SHORES, FL April 27, 2018 File No.: 18-2538 • • •..• • . . .. • •.•. • .• .. . • .... •... . .• ..•. .... ••• . . • •.. .... .• • •. •• • • • . • • • As requested and authorized by you, we have completed a shallow;sutstrface"soir exploration at the above referenced location. The purposes of performing ibis explordfioh • were to evaluate the general subsurface conditions within the existing residence area and to provide recommendations for site preparation and foundation support. Our work included Standard Penetration Test (SPT) boring and engineering analyses. This report documents our findings and presents our engineering recommendations. SITE LOCATION AND SITE DESCRIPTION The site for the proposed addition is located at 9707 NE 5th Avenue, Miami Shores, Florida (Section 6, Township 53 S, Range 42 E). A site vicinity map is presented as our Figure 1. The site is currently occupied by a one-story residence with associated driveways and parking areas. Vegetation observed on the site consists of grass and some ornamental trees. PROPOSED CONSTRUCTION AND GRADING It is our understanding that the proposed construction consists of a new pool deck and pool basin addition to the existing residence. The proposed addition also includes an emergency generator. No data pertaining to the structural loadings was available to us. FIELD EXPLORATION PROGRAM SPT Borings The field exploration program consisted of performing one (1) Standard Penetration Test (SPT) borings. 2608 W. 84 Street, Nialeah,•Florida 330t6 Phone (305) 825-2683 FAX (305) 825-2686 Louisiana: Ale",xamltia. Baton House. Monroe. Nev. Orleans, Shreveport Florida' Bartow, Cocoa. Fort Myers, Miami. Ottando, Port St. Lucie. Sarasota. Tallahassee. Tampa, W Palm Beach August 10, 2017 -2 File No.: 17=2569 The SPT borings were performed at the locations shown in our Boring Location Plan. The borings were advanced to a depth of 25 feet below the ground surface using the methodology outlined in ASTM D-1586. A summary of this field procedure is included in the Appendix. Split -spoon soil samples recovered during performance of the borings were visually classified in the field and representative portions of the samples were transported to our laboratory in sealed sample jars for further classification and laboratory testing. .... . '' . .... • 'The groundwater level at the boring location was measured upon completion bf driUing': LABORATORY TESTING PROGRAM • . • • • . . .... .... . . •.• • .... .... ... • Representative soil samples obtained during our field sampling operation 4eve packaged and transferred to our laboratory for further visual examination and cIi's's fiitation. The resulting soil descriptions are shown on the soil boring profiles presented:in the Apptitfdilc' GENERAL SUBSURFACE CONDITIONS 'General Soil Profile .. . . • . . .. ..• • The results of the field exploration and laboratory testing programs are graphically summarized on the soil boring profiles presented in the Appendix. The stratification of the boring profiles represents our interpretation of the field boring logs and the results of laboratory examinations of the recovered samples. The stratification lines represent the approximate boundary between soil types. The actual transitions may be more gradual than implied. The results of our test borings indicate the following general soil profile: Depth Below Ground Surface (feet) Description 0 - 1.5 Fill, limerock 1 — 4 Sand, fine grained, loose 4 — 8 Limestone, poorly cemented with voids 8 —13.5 Limestone, very poorly cemented 13.5 — 25 Limestone Ardanon & Associates, Inc. NIA August 10, 2017 .g File No.: 17-2569 The above soil profile is outlined in general terms only. Please refer to the boring logs for soil profile details. GROUNDWATER CONDITIONS Our drillers observed groundwater in the borehole at a depth that of 7.4 feet below the ground surface, as noted on the attached boring log. Fluctuations in groundwater level on this site should be anticipated throughout the year due to a variety of factors, the'most important of which is drainage condition. Groundwater levels someWiiat'above tie present levels should be expected after periods of heavy rains. General • .. . . • • • . • .... .... • . . . .... .... ENGINEERING EVALUATION AND RECOMMENDATIONS..' ... . .. . • .. • • • • •. • .. ..• • .. . • • • The results of our exploration indicate that, with proper site preparation as recommended in this report, the existing soils are suitable for supporting the proposed structure on conventional shallow foundations. Spread footings should provide an adequate support system for the additions. The following are our recommendations for overall site preparation, foundation support, and pavement construction which we feel best suited for the proposed additions and existing soil conditions. The recommendations are made as a guide for the design engineer and/or architect, parts of which should be incorporated into the project's specifications. Stripping and Grubbing The "footprint" of the proposed additions plus a minimum margin of five feet should be stripped of all surface vegetation, stumps, debris, organic topsoil or other deleterious materials, as encountered. Thickness of topsoil may vary through the site. During the grubbing operation, roots with a diameter greater than 1/2 inch, stumps, or small roots in a dense state, should be grubbed and completely removed. The actual depth(s) of stripping and grubbing must be determined by visual observation and judgment during the earthwork operation. Ardarnan & Associates, Inc. • • • • August 10, 2017 -4 File No.: 17-2569 Suitable Fill Material and the Compaction of Fill Soils All fill materials should be free of organic materials, such as roots and vegetation. As a general guide to aid the contractor, we recommend using fill with 3 to 10 percent by dry weight of material passing the U.S. Standard No. 200 sieve size. .... . All structural fill should be placed in level lifts not to exceed 12 inches ikprigompa•f •a it es .. thickness. Each lift should be compacted to at least 95 percent of the modified Prootbr: (ASTM D-1557) maximum dry density value. The filling and compacW:bperatior s should continue in lifts until the desired elevation(s) is achieved. If hand-lieIdcbmplctiore equipment is used, the lift thickness should be reduced to 6 inches. . . •••, • • Foundation Support by Spread Footings and Foundation Compaction ti teriq • . . • • . Excavate the foundations to the proposed bottom of footing elevations and, therdaftsr' verify the in -place compaction for a depth of one foot below the footing bottoms. If necessary, compact the bottom of the excavations to achieve a minimum dry density equivalent to 95 percent of the modified Proctor maximum dry density (ASTM D-1557) for a depth of 1 foot below the footing bottoms. Based on the existing soil conditions and, assuming the above outlined proof -rolling and compaction criteria is implemented, an allowable soil bearing pressure of 2500 pounds per square foot (psf) may be used in the foundation design of footings bearing on compacted fill or the layer of sand encountered from 1 to 4 feet. With the site prepared and the foundations designed and constructed as recommended, we anticipate total settlements of one inch or less, and differential settlements between adjacent footings less than 0.25 inch. All bearing wall foundations should be a minimum of 16 inches wide and column foundations 24 inches wide. A minimum soil cover of 18 inches should be maintained from the bottom of the exterior foundations to the adjacent outside finished grades. If bottom of foundation will bear directly over existing natural limestone, we recommend that Ardaman & Associates, Inc performs inspection of bottom of footing. August 10, 2017 . -5 File No.: 17-2569 Floor Slab Vapor Barrier and Slab Compaction Requirements Compaction beneath all floor slabs should be verified for a depth of 12 inches and meet ;the 95 percent criteria (modified Proctor, ASTM D-1557). Precautions should be taken during the slab construction to minimize moisture entry.freni• the underlying subgrade soils. This can be achieved through the in aflkion of fin• impervious membrane (vapor barrier) between the subgrade soils and fleor;elab. a 4 h-: mil thick polyethylene film is commonly used for this purpose. Care shotTlyf bb'exercisdd when placing the reinforcing steel (or mesh) and slab concrete such that tbamembr�ar is not punctured. . • • • • •• •..• •• If interior columns are isolated from the floor slab, an expansion joint should be proyj(ed around the columns and sealed with a water -proof sealant. ' • •'• • .• •• • Slab on grade may be designed considering a modulus of subgrade reaction of 80 pci. QUALITY ASSURANCE We recommend establishing a comprehensive quality assurance program to verify that all site preparation and foundation and pavement construction is conducted in accordance with the appropriate plans and specifications. Materials testing and inspection services should be provided by Ardaman & Associates. As a minimum, an on -site engineering technician should monitor all stripping and grubbing to verify that all deleterious materials have been removed and should observe the proof -rolling operation to insure that the appropriate number of passes is applied to the subgrade. In -situ density tests should be conducted during backfilling activities and below all footings and floor slabs to verify that the required densities have been achieved. In -situ density values should be compared to laboratory Proctor moisture -density results for each of the different natural and fill soils encountered. Finally, we recommend inspecting and testing the construction materials for the foundations and other structural components. August 10, 2017 File No.: 17-2569 CLOSURE -6 The analysis and recommendations submitted herein are based upon the data obtained from the soil borings presented in the Appendix and the assumed loading conditions. This report does not reflect any variations which may occur adjacent to or between the borings. The nature and extent of the variations between the borings may not become evident until. during construction. If variations then appear evident, it will be necessary.tp ro-evaIRg. the recommendations presented in this report after performing on-site•pbservalions: during the construction period and noting the characteristics of the variations; • 4••• . This report has been prepared for the exclusive use of Mr. Oliver R. Dillitteo, artit'his representatives in accordance with generally accepted soil and foundationpngineerigg practices. In the event any changes occur in the design, nature, or location Cdig. proposed structure, we should review the applicability of ctiraglu7lions'.and recommendations in this report. We also recommend a general review of final d'esit,}rf and specifications by our office to make sure that earthwork and foundation recommendations are properly interpreted and implemented in the design specifications. We are pleased to be of assistance to you on this phase of your project. When we may be of further service to you or should you have any questions, please contact us. Very truly yours, ARDAMAN & ASSOCIATES, INC. FL Certificate No.: 0005950 r ,j7 Evelio Horta, Jr., M. .C.E., P.E. Project Engineer FL Reg. No. 82209 s%78 Evelio Horta, Ph.D., P.E., G.E. Senior Project Engineer FL Reg. No. 46625 SITE PLAN AND BORING LOGS ..•• • • •• •• • .... •• • . ••• • • • • • • •• • • • • • •••• •••• • • • • • •••• •.•• • • •• •• • • • • • • • ••• • • • • • • • • •• • • • • •• • • • • •• • • • • • • r,+. Si1} SI NI ice,Sic tit t i1=01‘ St N.T.S. Y • Ardoman do Associates Inc. Geotedhnicd, Environmental and Materials Consultants A 8 NE 96'0 St s • Z SUBSURFACE EXPLORATION PROPOSED ADDITIONS 9707 NE 5th AVENUE ROAD. MIAMI SHORES MIAMI DADE COUNTY, FLORIDA SITE eve • • • • • • • • • •• • ••• . •:: ; ; ;•; •• rm • • • ••• NE. ' i7 •• ••• 1 ' 1,2 • • 4 ;•• ; ••• • •• ' • : • ••... • $iit mini TY•IgAP: • • Figure No 1. • • • : •:• • -� • ' •• • • • • • •• •• • • • ••• • • • • File No: 18-2538 hat Prepared By: GG _ Date: 04/20/2018 =Ardaman do Associates Inc. Geotechnical, Environmental and Materiels Consultants SUBSURFACE EXPLORATION PROPOSED ADDITIONS 9707 NE 5th AVENUE ROAD, MIAMI SHORES MIAMI DADE COUNTY, FLORIDA ... • • •• . . . • . . • BORING LOCATIONS FLAN• Figure No 2. • ••• . . • .•.••• . .• • . • . . . • • •:. ;• •. Date: 04/20/2018 APPENDIX STANDARD PENETRATION TEST BORING LOGS •••• ' •••.. • •.. • • ••. • ••i• ••..• the boreholes. At locations not explored, surface conditions that diff?t•trgm thost Our borings describe subsurface conditions only at the locations drilled a g . the tune•.' drilled. They provide no information about subsurface conditions belowthe.bbttoni'df. : observed in the borings may exist and should be anticipated. • . •••.. ••.• . The information reported on our boring logs is based on our drillers' logs and on WSW. ' examination in our laboratory of disturbed soil samples recovered from the borings. ?he distinction shown on the Togs between soil types is approximate only. The actual transition from one soil to another may be gradual and indistinct. The groundwater depth shown on our boring logs is the water level the driller observed in the borehole when it was drilled. These water levels may have been influenced by the drilling procedures, especially in borings made by rotary drilling with bentonitic drilling mud. An accurate determination of groundwater level required long-term observation of suitable monitoring wells. Fluctuations in groundwater levels throughout the year should be anticipated. The absence of a groundwater level on certain logs indicates that no groundwater data is available. It does not mean that no groundwater will be encountered at the boring location. ...... •• . • • • •.... • • ...• ...... • • • :'•••• . STANDARD PENETRATION TEST BORINGS The Standard Penetration Test is a widely accepted method of testing foundation soils in place. The N-Value obtained from the test has been correlated empirically with various soil properties. These empirical correlations allow satisfactory estimates to be made of how the soil is likely to behave when subjected to foundation loads. Tests are usually performed in the boreholes at intervals of five feet. In addition, our Firm performs tests continuously in the interval directly below the expected foundation bearingrgrade where..• the soils will be most highly stressed. •• • . ••.. ` Boreholes where Standard Penetration Tests will be performed are drilled•wi ,a truck mounted CME 45A drill rig. The boreholes are advanced by rotary drilling Wta•a wing l:• bit that makes a hole about three inches in diameter. A bentonitic dl llihb mud.i$,. • recirculated in order to remove the cuttings and support the walls of the boteAle. Ttrq • drag bit is specially modified to direct the mud upward and reduced distprbeace of the'' soil ahead of the bit. • • • Occasionally, running or squeezing ground is encountered that cannot be stdbilizgd.by •; the drilling mud alone. In addition, drilling mud may be lost into the soil or rock debts that are unusually pervious. In such cases, flush -coupled steel casing with an outside diameter of about 3.5 inches is driven as a liner for the borehole. After the borehole has been advanced to the depth where a Standard Penetration Test will be performed, the soil sampler used to run the test is attached to the end of the drill rods and lowered to the bottom of the borehole. The testing procedure used conforms closely to the methods recommended in ASTM D-1586. The sampler used has a split - barrel 24 inches long and an outside diameter of 2.0 inches. It is driven into the ground below the bottom of the borehole using a hammer that weighs 140 pounds and falls 30 inches. The driller records the number of hammer blows need to advance the sampler the second and third six-inch increments constitutes the test result; that is, the N-Value at the depth. The test is completed after the sampler has been driven not more than 24 inches or when refusal is encountered, whichever occurs first. Refusal occurs when 50 hammer blows advance the sampler six inches or less. After the test is completed, the sampler is removed from the borehole and opened. The driller examined and classified the soil recovered by the sampler. He places representative soil specimens from each test in closed glass jars and takes them to our laboratory. In the laboratory, additional evaluations and tests are performed, if needed. The driller's classifications may be adjusted, if necessary, to conform more closely to the United Soil Classification systems, ASTM D-2487. Jar samples are retrained in our laboratory for sixty days, then discarded unless our clients request otherwise. After completion of a test boring, the water level in the borehole is recorded. Ardatren & Associates, Inc. ...... • • • • •••.. t STANDARD PENETRATION TEST BORING LOG BORING 1 PROJECT: Proposed Additions Dr. DiPietro Residence 9707 NE 5th Avenue, Miami Shores, FL BORING LOCATION: See Plan WATER OBSERVED AT DEPTH 7.3' FILE No.: 18-2538 DRILL CREW: EG/FCH DATE DRILLED: 4/17/18 DEPTH (FEET) SYMBOLS FIELD TEST DATA SOIL DESCRIPTION SAMPLE No. N VALUE N VALUE —0 — ' 1 2 4 5 014 a : • 6 ., 7 8 • , • • Ng I 0000 j 0000: oo • • 4. • ....•• 144:1,1 e, 00000 •3 •• • •• • •• • 3. 1 4 14 4 ' *e.i''' „ limerock,ple brown „.„.,___..,...„.. SAND. loose. tine graint-d, grey SAND, loose. fine grained. brown „ . .. F., poorly moaned with voids, pale brown ______ -- iAiiiivery6;71;rown • LIMESTONE, very poorly cemented LIMESTONE with pockets of sand. grey LIMESTONE. brown ' • • t• .1.1. .0041 — • of 4 6 • . .. • , 15/6 —.ASPHALT 7/6 4 4/6 —FILL 2 2/6 1/6 1/6 —5 2 2/6 • -; • 01410... 0:• • :4116.. o 0 MO • • • • • • • 1 • • • 1/6 2/6 1 1/6 —10 •• • :ri2/6 : : : • • • I/6 1/6 0/6 0/6 1/6 1/6 0/6 1/6 - 4/6 — 15 2/6 tt 2 2/6 •":317' 61 i 1/6 •iij, ••••••• 9/6 — 5/6 20 .1ff oo *3/ ) Pr 'f421/: 2 2/6 — 25 — 30 — 35 • • • • • • : • 1110. • ••• • • FIELD TEST DATA ARE "BLOWS"/"INCHES DRIVEN" 140-LB HAMMER, 30-INCH FALL. (ASTM D-1586) STRUCTURAL DESIGN COMPUTATIONS FOR DR. OLIVER DIPIETRO TRASH ENCLOSURE/WALL 9707 NE 5TH ROAD M IAM I SHORES, FLORIDA APRIL 27, 2018 ORDER No. A-102232 PAGES: 3 + COVER STIRUCTU,RAL REV! E APPROVED MTS ENGINEERING CMI and Structural Consulting Engineers ES No. 28451 Athanasios Tom Marinos, P.E., S.I. Civil/Structural Engineer Reg. No. 51582 PEMBROKE PINES — CORAL SPRINGS •... • • • • •• • • •••• •• • 000000 • ••• • .. • •• • •••.•. •••.•.... • • • •••. •...•• • .. •. •.•.•. • .. • • • . • •• . .DATE ••.. •.. • .. .. • • •.•.•• • .. • .. TOM MARINOS CIVIL, STRUCTURAL REG. NO. 51562 ••.••. • • 000000 000000 • •.•.. •..•. •.•.•. • • • ••.•.. 18331 Pines Blvd, Suite 307, Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax:954.437.3137 Civil and Structur=1 Consultinc,ErcJreara Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: P P6.*T-R_O •-'r rtk— (\4 A fry .f--rm 1" 1`,---7" A d, 4 ose 2°P si-,4 'PO ORDER: ENG: .147Np CHK: DATE: C4 -18 j,eD • . • • • • • •• • OOOOOO • OOOOOO •••• • • •••• OOOOOO • • •• •• • • • • • ••• • • • •• • • • • • • • • • • • • • • • • OOOOOO • OOO • OOO • • OO O OO r21)4/'(.:4 •-• :3 ;• • o 43?.. oo • 000000 o 000000 • CrLi- C'e) e-2- 7, 3 1) Zsd 4"4":' y / 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 •EMAIL: INFO@MTSENGINEERING.COM -t. 0000 • •• . 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DATE: • ii`-/-44 -18 - 000000 •••• • • 00% 3. • • ) ..... • • •• •• 000000 • • • • • • • • • •• • •••• • • •••• ? • • • •••• • • •••• ••• • • .41• oo • • ••• • W.• • ••• ••• ••• • ••▪ • • ITP • • • • •• • • • • • • • • • 000000 • • .• ••• •• •• • • • • • • •• • • 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437..3137 EMAIL: INFO@MTSENGINEERING.COM