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PLC-19-1517Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 1700 NE 105TH ST, Miami Shores, FL 33138 rnntarts ip GAZ I fLnnljq issue Date: 07/16/2019 Parcel Number 1122300500001 Permit NO.: PLC-07-19-1517 Permit Type: Plumbing - Commercial Work Classification: Alteration Permit Status: Approved Expiration: 01/13/2020 THE SHORES CONDOMINIUM, INC. Owner MIKE DOUGLASS PLUMBING, INC. Contractor DAVID RAY Home: 3058936741 290 SW 12 AVE, POMPANO BEACH, FL 33069 Business: 7549999471 Mobile: 9413032002 Description: CURED IN PLACE PIPE -LINING OF MAIN UNDER Valuation: $ 77,500.00 Requests: Inspection 305-4949 SLAB SANITARY DRAIN Total Sq Feet: 0.00 1 1 7��] Fees Amount Application Fee - Other $50.00 CCF $46.80 DBPR Fee $34.88 DCA Fee $23.25 Education Surcharge $15.60 Permit Fee $2,275.00 Scanning Fee $9.00 Technology Fee $58.13 Total: $2,512.66 Building Department Copy Payments Date Paid Amt Paid Total Fees $2,512.66 Credit Card 07/02/2019 $50.00 Check # 14409 07/16/2019 $2,462.66 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contracto_ ram, Agent Date July 16, 2019 Page 2 of 2 1 I M a m I 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 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING PECEIVE.D J L .02 2019 C20)-� _� Master Permit No. � oa - 1� 1 CJ `t Sub Permit No. ❑ REVISION ❑ EXTENSION MRENEWA4 ]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1700 NE 105th Street City: Miami Shores County: Miami Dade Zia• 33138 Folio/Parcel#:11 2230 050 0000 - Common Area Is the Building Historically Designated: Yes NO X Occppancy Type: Load: Construction. Type: _ Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): The Shores Condo Assn. Phone#: 305-893-6741 Address:1700 NE 105th Place City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: theshorescondo@att.net CONTRACTOR: Company Name: Mike Douglass Plumbing, Inc Phone#: 754-999-9471 Address: 290 SW 12th Avenue Suite #3 City: Pompano Beach State: FL Zip: 33069 Qualifier Name: David S. Ray Phone#: 941-303-2002 State Certification or Registration M CFC1430064 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 77,500.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: Cured in place pipe - lining of main under slab sanitary drain Specify color off color thru tile: Submittal Fee $ _') V ' � Permit. Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Structural Reviews $ (Rev1sed02/24/2014) Tralning/Educatlon Fee $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ �TfO 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 complian>r' 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 rpust promise In good faith that a copy of the notice of commencement and construction Ilen law brochure will be delivered to the pVrjon whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the J'no site for the first inspection whi occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the Inspection will not be app#ed and -q reinspection fee will be charged. Signature 0 or AGENT —, The foregoin rument was acknowledged before me this —dayof �w1 , 20 /7 by TOR4V, &nrwl da who is personally known to me Olr t�'l�teute� is who did take an oath. NOTARY PUBLIC: Sign:�J� Print: Seal: MY COMMISMON 0 00070380 EXPIRES Much 10, W. Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of r-NkA -I-L 20 (CI by Vtd who is personally known to me ideeti€isation•and who did take an oath. NOTARY PUBLIC: r*rrr�***rrrrw*rrrrrrrr**wrr*r********w**%%*****rr*rw*r*w**w***r***w*r*r*w**w********r******wwr**w**rr**+�**w** APPROVED BY �_-�— !' -41— Plans Examiner Zoning Structural Review Clerli (Rev1sed02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 t UFFICE OF THE PROPERTY APPRAISER l Vi Summary Report Property Information Folio: 11-2230-050-0001 Property Address: Owner REFERENCE ONLY Mailing Address_- _ PA Primary Zone 4900 MULTI -FAMILY - CONDOMINUM Primary Land Use 0000 REFERENCE FOLIO Beds / Baths / Half 0/0/0 Floors 0 Living Units 0 Actual Area 0 Sq.Ft Living Area 0 Sq.Ft Adjusted Area 0 Sq.Ft Lot Size 0 Sq.Ft Year Built 0 Assessment Information Year 2018 2017 2016 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 ...................... $0 $0 ....................... m.._....... Market Value $0 $0 $0 Assessed Value $0 $0 $0 Benefits Information Benefit Type 2018 2017 2016 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description THE SHORES CONDO JULIA D TUTTLE PB B-4 BEG 730.39FTE OF NE COR ANCO SUB PB 53-54 TH E706.61 FT M/L SWLY ALG BLKHD/LINE 296FT W508.61FT Generated On : 7/2/2019 Taxable Value Information 20181 20171 2016 County Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 School Board Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 City Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 Regional Exemption Value $0 $0 $0 Taxable Value $0 $0 $0 Sales Information Previous Sale ' Price OR Book -Page Qualification Description The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 7/2/2019 Detail by Entity Name Page 1 of 3 Florida Department of State Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Not For Profit Corporation THE SHORES CONDOMINIUM, INC. Filing Information Document Number 707621 FEI/EIN Number 59-1095398 Date Filed 07/21/1964 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 06/27/2012 Event Effective Date NONE Principal Address 1700 NORTHEAST 105TH STREET MIAMI SHORES, FL 33138 Changed: 03/15/2019 Mailing Address 1700 NORTHEAST 105TH STREET MIAMI SHORES, FL 33138 Changed: 03/15/2019 Reaistered Aaent Name & Address KEYSTONE LAW FIRM PA 12865 WEST DIXIE HIGHWAY SECOND FLOOR NORTH MIAMI, FL 33161 Name Changed: 03/15/2019 Address Changed: 03/15/2019 Officer/Director Detail Name & Address Title President, Director BENAVIDES, JORGE 1700 NORTHEAST 105TH STREET MIAMI SHORES, FL 33138 DIVISION OF CORPORATIONS http://search. sunbiz. org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 7/2/2019 Detail by Entity Name Page 2 of 3 Title VP, Director WEBER, MICHAEL 1700 NORTHEAST 105TH STREET MIAMI SHORES, FL 33138 Title Secretary, Director Grable, Jane 1700 NORTHEAST 105TH STREET MIAMI SHORES, FL 33138 Title Treasurer, Director STUBBS, PATRICIA 1700 NORTHEAST 105TH STREET MIAMI SHORES, FL 33138 Title Director SEPE, ELLEN 1700 NORTHEAST 105TH STREET MIAMI SHORES, FL 33138 Annual Reports Report Year Filed Date 2018 04/12/2018 2018 09/10/2018 2019 03/15/2019 Document Images 03/1512019 -- ANNUAL REPORT View image in PDF format 09110/2016 -- AMENDED ANNUAL REPORTI View image in PDF format 04/1212018 -- ANNUAL REPOR IView image in PDF' format 01/24r'2Q1.7=_ANNUAL REP RT I View image in PDF Format 12/14,12016 -- AMENDED ANNUAL REPORT I View image in PUF format 03/18/2016 ANNUAL REPORT View image in PDF format 01/25/2015 --ANNUAL REPORT' View image in PDF format 04i02/2014 -- ANNUAL. REPORT View image in PDF' format 03/31 %LQ13...--_ANN-UAL KENOft1,, View image in PDF format 06/27/2012 -- Amendment View image in PDF format 02/09/2012 -- ANNUAL REPORT View image in PDF format 01/27/2012 -- Rea. Agent Change View image in PDF format 01 /19/2011 -- ANNUAL REPORT View image in PDF format 09/27i2010 __Reg,_Agenl, Change. View image in PDF Format 05/04/2010 --ANNUAL REPORT View image in POF format 10/1412009 -- Reg. Agent Change View image in PDF forrnai 06/15/2009 -- Reg. Agent Change View image in PDF format 04130/2009 -- ANNUAL. REPORT I View image in PUF' format http://search. sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 7/2/2019 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. ✓� COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ........................................................................................... BUSINESS NAME: 0-It Ice- _Doue, )CyS� P1 urn b inn. Jn-C �L� 43 BUSINESS ADDRESS: 2-qD 15 I G rr-1 ri-e-, CITY kMMrV BCI'STATE ZIP 33No BUSINESS PHONE: ((15q ) 9C'9 ` 94 I_ FAX NUMBER ()� ) �!_FI9 - C-f 9 Z CELL PHONE 0`'(� ) -?'='3� ��- QUALIFIER'S NAME: 1�� \Jt C� � ��-7H QUALIFIER'S LIC NUMBER: ��i'C. ) L43 G<�) Q4 RICK SCOTT, GOVERNOR JONATHAN ZACHEM, S . ECRETARY Florida - slop-§R& dDFor STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION: INDUSTRY LICENSING BOARD THE PLUMBING CONTRACTOR HERE] NAS.-CCRT IFIED UNDER THE PROVisib-.N'S:.OF. CHAPT84 489, FLORIQA STATUTES EXPIRATION DATE; AUGUST 31,2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It, is unlawful for anyone other than the licensee to use this document. BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A- 100, Ft Lauderdale, FL 33301-1895— 954-831-40007 VALID OCTOBER, 1, 2018 THROUGH ,,.SEPTEMBER 30,2019 DBA: Receipt#: 182-2-95790 MIKE DOUGLASS PLUMBING INC PLUMBING/LWN SPRNKL/( Business Name: Business Type: (LpLTjMBING CONTRACTOR) Owner Name: RAY, .DAVID STEVEN Business Opened:12/19/2o18 Business Location: 290 SW 3.2 AVE State1CoUnty1CGrIJRQg:CFC14 30 0 64 POMPANO BEACH Exemption'Code: Business Phone: 954 �47�.344-;,- Rooms EMpoy"s� ftchines Professionals qJ 5 ,':Forvendinfeusiness,-Only Number of Machines! Vandinn Tuna! Tax Amount Transfer Fe afq rjgF Collection Cost Total Paid 10 �o 27.00 07 - 0,0 0.1001 27. THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAXRECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must most 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 indidate that the business Is legal or that It is in compliance with -Slate or local laws and regulations. Mailing Address: RAY, DAVID STEVEN 6302 BRAUN STREET ENGLEWOOD, FL 34224 2018 -2019 Receipt #02C-18-0'0001215 Paid 3.2/3.9/202a 27.00 4 41 _- MAfi�OLE 24 TO fib" `'' ��.•, �c Towerside Terrace �31 210 LF +/- ' 6" CLEANOUT IN FOOT,ER' EXPOSED DUE TO �_ r - -y .ram"•�° •7r �� u'Zi-1� t EROSION 1700 NE, 'th -t -s •� . � .410 LF+ 4.- CLEAN OUT IN WALL WITH CARPET Tour Guide D- 2018 Google ,q..—Imagery Date: 12r13/2017 25°52' +'l HALL WAY RUNS DOWN CENTER, UNITS ON BOTH SIDES, 4", 5" 6" AND 8" AT MANHOLE?? Google Earth W elev -1 ft eye alt 673 ft Q Revised: October 10t6, 2014 SPECIFICATIONS FOR INSTALLING CURED -IN -PLACE -PIPE (CIPP) LATERAL LINING INVERSION METHOD NOTE: This guide specification covers place pipe lining, including installation, and performance exterior piping systems. PART 1 GENERAL the requirements for cured -in- applicable industry standards, verification for interior and This specification addresses the procedures for the rehabilitation of pipelines and conduits, 2 to 12 in. diameter, by the inversion installation of a resin -impregnated, scrim reinforced flexible fabric tube into an existing conduit and secondarily inflated through the inversion of a calibration hose by the use of a hydrostatic head or air pressure. 1.1 REFERENCES ASTM D543 (2006) Standard Practices for Evaluating the Resistance of Plastics to Chemical Reagents ASTM D638 (2010) Standard Test Method for Tensile Properties of Plastics ASTM D790 (2010) Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials ASTM F1216 (2009) Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin -Impregnated Tube 1.2 SUBMITTALS - Inversion Installation Equipment - CIPP Scrim Reinforced Lining Tube - 100% Solids Epoxy Resin - Calibration Tube - Manufacture's Installation Instructions - Manufacturer's Warranty 1.3 PROJECT/SITE CONDITIONS Inspect the line with CCTV and determine the overall condition of the pipe prior to starting the Pre -conditioning of the pipe. Revised: October 101h 2014 SPECIFICATIONS FOR INSTALLING CURED -IN -PLACE -PIPE (CIPP) LATERAL LINING INVERSION METHOD PART 2 PRODUCTS 2.1 SYSTEM DESCRIPTION Provide new cured -in -place -pipe (CIPP) lining for the existing [roof drain leader piping from the roof to floor level] [horizontal & vertical drain piping] [electrical conduit] [process piping] [ventilation] [wastewater piping] complete and ready for operation. Perform the rehabilitation using a tube of one or more layers of scrim reinforced flexible needle perforated felt, of specified length, and a 100% solids epoxy resin with physical and chemical properties appropriate for the application, in conformance with ASTM F1216. Submit product data for 100% epoxy resin, Scrim Reinforced liner materials, and Inversion installation equipment. 2.2 PIPE LINING MATERIALS 2.2.1 CIPP Lining Tube Provide a liner tube consisting of one or more layers of scrim reinforced flexible needle perforated felt, continuous in length with uniform wall thickness. Overlapping sections are not allowed in the length of the liner. Ensure that the liner tube is capable of conforming to bends, offset joints, bells, and disfigured pipe sections. Provide an integrated bladder within the felt tube that is made from Material's compatible with the felt and resin systems used and capable of withstanding the required installation pressure. The liner tube will consist of scrim reinforcement and needled felt. The liner tube will be fabricated together using a butt stitched seam sealing process with a heat welded sealing tape to ensure airtight seal. The liner tube is to be manufactured in the United States by Perma-Liner Industries, LLC. The liner tube will be capable of carrying resin and withstanding installation pressures and curing temperatures. The liner tube will be lined on one side with a translucent impermeable chemically resistant polyvinylchlo ride (PVC) waterproof coating. This coating will be on the inner lateral collection lined pipe after curing is completed. The coating will provide a smooth and seamless inner wall. 2 Revised: October 10", 2014 SPECIFICATIONS FOR INSTALLING CURED -IN -PLACE -PIPE (CIPP) LATERAL LINING INVERSION METHOD The scrim reinforced / seam stitched / heat welded seam tape / felt liner tube and resin will upon installation meet and/or exceed minimum testing standards as required by ICC, ASTM, IAPMO and ANSI/NSF International. All materials must have 3rd party testing provided by independent laboratory. The materials must be ANSI/NSF Standard-14 approved, IAPMO Certified for small diameter pipe lining in Sewer Pipes and Vents, and must be certified by the International Code Council for the International Plumbing Code and the International Residential Code. The scrim reinforced / seam stitched / heat welded seam tape / felt liner tube and resin must have NSF Standard 14, and ICC-ES denoted on the tube. Materials must be manufactured in the United States of America by Perma-Liner Industries, LLC, Clearwater, Florida USA and produce a Scrim Reinforcement in the Needle Punched Felt Liner Tube for stretch resistance. Non Scrim Reinforced Liner Materials Will Not Be Accepted. 2.2.2 Resin Provide 100% solids epoxy resin impregnated, cured tube that is resistant to shrinkage, corrosion, oxidation, and is resistant to abrasion from solids, grit, sand in rainwater, and is solvent free. Use a resin with proven resistance to storm water and ultra -violet light (sunlight) at any stage prior to installation. Polyester or vinyl ester resins are not acceptable. Ensure the proposed resin system does not contain silicones, stearates, and/or natural waxes that would adversely affect the adhesives properties or any other chemical or physical properties of the CIPP liner. The resin will be a two-part, 100% solids epoxy containing no styrene. The epoxy resin shall be formulated to have a gel (pot) life of approximately 30 minutes with a set cure time of three (3) hours. The epoxy shall ambient cure by internal exothermic chemical reaction and/or heat assisted using steam or hot water. 100% Solids Epoxy Resin must be formulated in the United States of America by Perma-Liner Industries, LLC, Clearwater, Florida USA. 3 Revised: October 10", 2014 SPECIFICATIONS FOR INSTALLING CURED -IN -PLACE -PIPE (CIPP) LATERAL LINING INVERSION METHOD 2.2.3 CIPP Properties Provide CIPP with minimum chemical resistance requirements in accordance with ASTM D543. Conduct exposure to the chemical solutions listed in Table 1 at temperatures of up to 23.9 degrees C 75 degrees F. Conduct this test for a minimum period of one month. Loss result cannot exceed 20 percent of the initial structural properties. TABLE 1 - CHEMICAL RESISTANCE REQUIREMENTS Chemical Solution Concentration Percent Tap Water (pH 6-9) 100.0 Nitric Acid 5.0 Phosphoric Acid 10.0 Sulfuric Acid 10.0 Gasoline 100.0 Vegetable Oil 100.0 Detergent or Soap 0.1 Ensure the CIPP meets the minimum structural properties listed in Table 2 below: TABLE 2 - CIPP INITIAL STRUCTURAL PROPERTIES - ASTM F1216 & NSF Standard - 14 Property Flexural Strength Flexural Modulus Tensile Strength Tensile Elongation Compressive Strength Chemical Resistance ASTM Test Method ASTM D790 ASTM D790 ASTM D638 ASTM D638 ASTM D695 ASTM D543 Minimum Value 4,500 psi 250,000 psi 3,000 psi 5 psi 4,000 <20% loss Leakage Test* NSF Standard 14 0/gal/day * Leakage test performed by ANSI/NSF International All final test results are to be performed by an A2LA accredited laboratory. Manufacturer must have United States based manufacturing headquarters. The manufacturer must have at least 15 years of manufacturing / supplying C.I.P.P. Air Inversion Liner Tube and Materials in the United States. The manufacturing plant must have a Quality Assurance / Quality Control program in place and overseen by NSF International and IAPMO R&T Laboratories. 4 Revised: October 10'h, 2014 SPECIFICATIONS FOR INSTALLING CURED -IN -PLACE -PIPE (CIPP) LATERAL LINING INVERSION METHOD PART 3 EXECUTION 3.1 INSTALLATION Provide installation of CIPP system, including materials, workmanship, fabrication, assembly, erection, examination, and inspection. 3.1.1 General NOTE: Use the first paragraph for roof drains only. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ [Inform the Contracting Officer of temporary roof drain flow stoppage] For access at the bottom of the pipe sections, remove pipe sections near the floor at the appropriate point on the vertical rain leader in accordance with the design drawings. 3.1.2 Deviations Should pre -installation inspection reveal conditions in the rain leader to be substantially different than those used in the design of wall thickness, liner tube construction, liner tube length, or resin system; notify the Contracting Officer and provide a videotape recording of existing conditions and design data. Do not proceed without direction from Contracting Officer. 3.1.3 Pipe Preparation Perform pre -conditioning of the pipe section, including preparatory cleaning, corrosion removal, removal of grease buildup, or any other obstruction that may interfere with lining operations. Leave obstructions that are less than 15 percent of the pipe diameter, that can not be removed from the pipe, in place and line over. CCTV inspect the line immediately prior to lining and after the cleaning is complete to ensure that the pipe is ready for lining. 3.1.4 CIPP Installation Procedure 3.1.4.1 Wet Out Accurately calculate and measure the amount of resin and catalyst required. Thoroughly mix the resin and catalyst. Thoroughly saturate/impregnate the flexible felt tube with the pre -calculated amount of epoxy resin prior to installation. Handle the resin impregnated flexible tube to retard or prevent resin setting until it is ready for insertion. 3.1.4.2 Insertion Install the liner/bladder system using the Inversion method. Invert the liner/bladder system to the specified location in the pipe. Inflate the bladder using compressed air to a pressure adequate to form the liner to tightly fit the internal circumference of the pipe and to cause the resin to migrate into pipe joints, voids and defects. L1 Revised: October 10", 2014 SPECIFICATIONS FOR INSTALLING CURED -IN -PLACE -PIPE (CIPP) LATERAL LINING INVERSION METHOD Install the liner at minimum low pressure. 3.1.4.3 Curing Inflate the bladder using compressed air and leave the liner in place until the resin curing cycle is complete. Curing occurs at ambient temperature within three hours and one and half hours using steam. When the curing process is complete, release the pressure and pull out the inflation bladder. Ensure the cured composite liner remains in place within the host pipe and provides a smooth bore interior that conforms to the existing pipe [eliminating rain water leakage]. Ensure the tube is continuous in length, wall thickness, and is uniform. 3.1.4.4 Service Connections / Reinstatements All CIPP lined over branch pipeline connections, tye-ins, drain pipe connections, and vents must be opened using a robotic reinstatement cutter. The cutter must be able to provide video relay of the reinstatement cutting operation from start to finish. The reinstatement of all branch pipelines must be conducted from the inside of the lined pipe or from inside the branch line. The branch pipe opening connection must be cut to allow 100% flow from the branch pipelines. The reinstatement robotic cutting must be completed by using Reinstatement Equipment supplied by Perma-Liner Industries, LLC, Clearwater, Florida USA. Only equipment supplied by Perma-Liner Industries, LLC will be accepted. 3.1.4.5 Finish Do not leave in the host pipe, any barriers, coatings, or any material other than the cured liner tube/resin composite, specifically designed for desirable physical and chemical resistance properties. Remove any materials used in the installation, other than the cured liner tube/resin composite. Remove any cured liner tube/resin composite pipe left protruding from the service connection. Ensure that the finished CIPP is continuous and free from visual defects such as foreign inclusions, dry spots, pinholes, and delimitation. 3.1.5 Liner Inspection Perform a final Closed -Circuit Television (CCTV) inspection to verify proper cure and integrity of the composite liner. 3.2 FIELD QUALITY CONTROL Test system in accordance with ASTM F1216 and NSF Standard 14, as supplemented and modified by CIPP manufacturer's written installation instructions. 6 Revised: October 10", 2014 SPECIFICATIONS FOR INSTALLING CURED -IN -PLACE -PIPE (CIPP) LATERAL LINING INVERSION METHOD Upon completion, submit the DVD records of pre -lining inspection and post -lining inspection, along with the written report summarizing the extent of pipe lining performed. Update pipe lining contract record drawings to reflect the as -built condition after lining is complete and submit to the Contracting Officer. The Contracting Officer may review the video and documentation, and may inspect the work site to determine that the scope of work is complete, that the work is satisfactory, and the site has been returned to its original condition. 3.3 ADJUSTING AND CLEANING After liner installation has been completed and accepted, clean the entire project area and restore the site to its original condition prior to the commencement of work. Dispose of all excess material and debris not incorporated into the permanent installation. -- End of Section -- The Shores Condo, 1700 NE 105 Street, Miami Shores FL PROJECT PROPOSAL The Shores Condo 1700 NE 105th Street Miami Shores FL 33138 December 11, 2018 305 893 6741 thesho rescondo@aft. NET Reference: Cleaning and Lining of Main Drain Line Proposal REVISION 1 Mike Douglass Trenchless Technologies (MDTT) proposes to video inspect, hydro jet or mechanically clean and install "Cured in Place Pipe" (CIPP) lining via "Pull in Place" or "Inversion" method in the building on the property described above in the main horizontal sanitary drain lines. A video was performed on 12/6/2018 of the main drain lines, see attached inspection report. Pipe layout, dimension changes within the pipe, and pipe / equipment length will determine access points. Access points become necessary for liner installation. At least 4 holes will be required, two in the carpeted hall floors and 2 in the tiled elevator lobby first floor and will be opened by MDTT to be finished by others. Protection will be provided in work areas, however dirt will be exposed, sanitary lines will be opened, and water will be used in the cleaning process. Areas of any additional access holes, if necessary, will be discussed with management prior to opening. Access to units may be required, toilets may need to be lifted but would be reinstalled by MDTT after work in that area is completed. NO 2" pipes are included in this bid. UP to 20 reinstatements of laterals are included in this bid. MDTT will supply labor and materials required to complete the work per the above specifications for a Total Fee of $79,000.00 Less Paid Video Fee ($1500.00) Contract Balance $77,500.00 Notes: Job duration is expected to take approx. 3 weeks for cleaning and PIP installation. The water will be turned off in the building from approx. 8 am to approx. 5 pm. while workers are present. Any unforeseen circumstances will be addressed before work is preformed and approved in writing by both parties. Terms: 10 PERCENT DEPOSIT, BALANCE TO BE PAID IN FULL ON COMPLETION PER SCHEDULE OF VALUES Respectfully submitted, pau.L L uca-k MDTT Representative Mobile 941 223 3632 Office 877 426 8660 www.pipeliningmd.com. paul@mdtrenchless.com CFC 1430064 Permit costs and engineering fees, if any, would be added to this proposal. 1 The Shores Condo, 1700 NE 105 Street, Miami Shores FL PIPE RESTORATION: Inspection Mike Douglass Trenchless Technologies uses State -of -the -Art Video Inspection Equipment to locate exactly what and where the problem is. Our range of the high-tech proprietary equipment can investigate Sewer Piping, Storm Piping, Water Piping, Mechanical Piping and any other piping as narrow as 3" inches in diameter. With Mike Douglass Trenchless Technologies' sophisticated inspection and testing equipment, plumbing configuration breakdown methods and engineering and insurance reporting capabilities — valves, fittings, cracks, intrusion, leaks, faults and other failures can be detected painlessly. Mike Douglass Trenchless Technologies will also provide a professional opinion as to the usable life span of the existing system. Mike Douglass Trenchless Technologies will internally inspect the designated piping system using CCTV Cameras to evaluate and map piping for restoration. The CCTV inspection camera will be moved through the line in either direction to allow adequate evaluation by the technician, stopping when necessary to insure proper video recording of the condition and configuration. Cleaning Mike Douglass Trenchless Technologies has an extensive amount of experience in the restoration of sanitary systems in buildings that have aging cast iron pipe. These pipes become brittle due to deterioration caused by corrosion, scale and build up. After our cleaning process, the serviced plumbing pipes will return to their relative, original operating diameter. We will remove the debris from the pipeline with either mechanical or hydro -jetting technology as best fits the pipe condition and configuration. This careful process utilizes differing PSI levels to ensure the integrity of the pipe is not compromised. The pipeline shall be inspected with CCTV camera equipment before, during and after the cleaning process.. Waste material and debris will be removed and disposed of in accordance with the appropriate regulatory agency requirements and not just washed down line. Mike Douglass Trenchless Technologies will provide DVD documentation of the finished product to the owner or owner's representative. Mike Douglass Trenchless Technologies will immediately notify the appropriate person if problems are discovered during the cleaning process that would create further damage if cleaning is attempted or continued. Safe and Durable —The epoxy is UL certified safe to NSF/ANSI Standard 61. The epoxy was developed and patented by the U.S. Navy and has been successfully installed by Mike Douglass Trenchless Technologies' technicians since the 2006 for, commercial, industrial and other applications. Testing engineers estimate the life expectancy of the epoxy is roughly 50 years. The liner is tested and approved as a "structural, , stand alone" pipe when fully cured. Cost Effective — Pipe lining is as much as 45 percent less expensive than traditional pipe replacement costs such as re -piping. Lining is a non-invasive process, so there is no destruction to buildings, hardscape or landscape. Reconstruction costs for re -piping are as much as 60 percent of direct pipe repair costs and epoxy lining eliminates the need for reconstruction. Minimal Downtime — The epoxy lining process takes a fraction of the time of traditional re -pipe methods. Minimal Disruption and No Occupant Displacement — Mike Douglass Trenchless Technologies' pipe restoration process is quick, quiet, non-invasive and requires no displacement of a building's occupants. When needed, temporary bypass water systems are quickly installed to provide uninterrupted water service so that occupants, businesses and clientele may continue business as usual in an undisturbed environment. Versatility in Application — Epoxy lining can be performed in virtually any pipe in any building, structure or environment, above or below ground. Lining has been installed by Mike Douglass Trenchless Technologies' technicians in tte piping systems for hotels, high-rise condominiums, hospitals, restaurants, airports, schools, museums and many other applications. Page 2 14 Accepted 4 W x !J The Shores Condo, 1700 NE 105 Street, Miami Shores FL REFERENCED STANDARDS: IAPMO C-4547: Cured in Place, Thermosetting Resin Conduit Liner ANSI/NSF 14: Plastic Piping Systems Components and Related Materials ASTM D543 — 06: Standard Practices for Evaluating the Resistance of Plastics to Chemical Reagents chemical reagent, dimensional changes, exposure, mechanical property changes, plastics, stress ASTM D638: Standard Test Method for Tensile Properties of Plastics modulus of elasticity, percent elongation, plastics, tensile properties, tensile strength s ratio, transverse strain, Engineering criteria/design, Reinforced plastics, Tensile properties ASTM D790 A: Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials ASTM DF1216: Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin -Impregnated Tube Resin -impregnated tube, Resins, Sewer pipe (thermoplastic), Thermosetting plastic pipeAuWng/fittings, Steel pipe ASTM D1743 A & B: Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled in -Place Installation of Cured -in -Place thermosetting Resin Pipe (CIPP) ASTM D2990-01: Standard Test Methods for Tensile, Compressive and Flexural Creep & Creep Rupture of Plastic PERFORMANCE: Mike Douglass Trenchless Technologies shall provide the owner with a written Manufacturer's'" Warranty to be in force and effect for a period of 10 years from the date of completion for CI PP Structural Rehabilitation. The warranty shall require provider to repair or replace the liner should failure or damage result from faulty materials and a 10 year warranty on our workmanship. INSURANCE & SURETY: Mike Douglass Trenchless Technologies will provide submittals to the following insurance coverage; • Workmen's Compensation & Occupational Disease Act • Excess Umbrella Liability • Comprehensive General Liability • Commercial Automobile Insurance Mike Douglass Trenchless Technologies conforms to Florida State Performance Bonding Guidelines and all applicable OSHA safety standards and participates in Florida's "Drug Free" work -place program. CHANGES IN WORK: Contractor shall not request changes in the Work unless so required and approved in writing by the Principal, Owner or Owner Representative through a Change Order CUSTOMER PROVISIONS: Free and clear access must be provided to access points throughout the duration of the project. Although it is owr sincerest desire to keep resident disruption to a minimum, certain drainage pipes may be required to be shut down for periods of time throughout the process. Mike Douglass Trenchless Technologies will make every effort to ensure that drain service resumes at the earliest possible time. It is the responsibility of management to notify inhabitants of service ,. disruptions. Mike Douglass Trenchless Technologies will inform management of schedule changes in a timely manner as possible. Customer agrees to indemnify Mike Douglass Trenchless Technologies from any direct and or collateral damage arising from failing plumbing, latent defects, unforeseen conditions & events in relation to customers plumbing. It is the responsibility of the management to ensure that the pipes being serviced are not used during the procedure unless otherwise notified by project manager. Mike Douglass Trenchless Technologies will not be held responsible for back-ups caused by excessive flow from individual units, or inhabitants. P a g e 3 14 Accepted "T L O The Shores Condo, 1700 NE 105 Street, Miami Shores FL SCOPE OF WORK: Mike Douglass Trenchless Technologies proposes to CCTV inspect, restoratively clean and CIPP line the 4", 5" 6", and 10" horizontal main drain. NOTE: 2" pipes are not included in this bid. 1. Mike Douglass Trenchless Technologies will remove all debris that is loosened from the piping and dispose of properly. 2. The work will take place during normal hours as 8 am until 5 pm 3. It is estimated that it will take 3 weeks for full site completion. 4. The proposal amount is for $77,500.00 with paid camera fee. ALL PERMITS — ENGINEERING FEES ARE IN ADDTION TO THE PROPOSED QUOTE r Terms: 10 PERCENT DEPOSIT, BALANCE PER SCHEDULE OF VALUES. ACCEPTANCE OF PROPOSAL AND AUTHORIZATION TO PROCEED The above proposal represents the entire understanding between both parties. No prior verbal or written agreements shall have any force of effect. Mike Douglass Trenchless Technologies is authorized to proceed with a formal contract as described and payment is hereby guaranteed as noted above. Date: �J, 2 3 — I Total Amount Authorized: 7 7, 5 0 d ' G Authorized Signature: �T Printed Name: /1-4 1 c- k 0 e,/ aj e, k 6 & Title: Ci , If 4UW111 . o �t MMUUMUNAL �ra.x�w.rawarwi.ww sls�asrdsWorkhvk* P age 4 14 Accepted f�16✓ M revised 4/9/2019 Mike Douglass Trenchless Technologies Horizontal Drain Cleaning and Relining The Shores Condo 305 893 6741 1700 NE 105th Street theshorescondo@att.NET Miami Shores FL 33138 Total Contract $77,500 Deposit $7,750 Balance to be paid on completion of each wing South wing East wing North wing Retention until permits are closed Accepted AIL( $23,250 $23,250 $15,500 $7,750 $77,500 Dated 3 - j r Jill I:iAHHOLE 24 TO 30" . �, �T�r .ae•' �m'�.'.'?ee' r 140,L( 10 LF -; v r �3 . -i► r 7.-;ram.- �' - '7i "�-= ,--�"-�' �.. ._No11c. L j f- TcurGuide rGl' S_. 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