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RF-18-2185Inspection Worksheet � Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-31 2752 Permit Number: RC-8-18-2186 Scheduled Inspection Date: September 21, 2018 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: Miscellaneous Owner: CHIABRA, BRENDA Work Classification: Alteration Job Address:1180 NE 100 Street Miami Shores, FL 33138- Phone Number (786)319-5218 Parcel Number 1132050190390 Project: <NONE> Contractor: STAR PAINTING & WATERPROOFING INC Phone: (954)455-5421 Building Department Comments STRENGTHEN STRAPS ON RESIDENCE INSPECTOR COMMENTS False Inspector Comments Passed El STRAPS Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 20, 2018 For Inspections please call: (305)762-4949 Page 20 of 21 SµORFs L'!` F�ORIOp' Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Issue Date: 9/14/2018 Permit NO. RF-8-18-2185 Permit Type: Roof Work Classification.- Tile Permit Status: APPROVED Expiration: 03/13/2019 Project Address Parcel Number Applicant 1180 NE 100 Street 1132050190390 Miami Shores, FL 33138- Block: Lot: BRENDA CHIABRA owner imormation Address Phone Cell BRENDA CHIABRA 1180 NE 100 Street (786)319-5218 MIAMI SHORES FL 33138- 1180 NE 100 Street MIAMI SHORES FL 33138- Contractors) Phone Cell Phone STAR PAINTING & WATERPROOFING (954)455-5421 1pe of Work: Re Roof dditional Info: REROOF TILE lassification: Residential canning: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $15.60 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $5.20 Permit Fee - New Roof $325.00 Scanning Fee $9.00 Technology Fee $20.80 Total: $883.73 Valuation: $ 25,665.00 Total Sq Feet: 3288 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-8-18-68575 08/17/2018 Check #: 1187 $ 50.00 $ 833.73 09/14/2018 Check #: 1258 $ 833.73 $ 0.00 Bond #: 3891 Avanaoie inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof CaD Sheet 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 contractoy^to do the work stated. September 14, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy September 14, 2018 1 Miami Shores Village RECE1,4ED Building Department AUG 17 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 0jQQCA Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 c- BUILDING PERMIT APPLICATION 70BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 1180 NE 100th St FBC 20 F-1 Master Permit No. _r2-18 - Zk6s Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:1132050190390 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Brenda Chiabra Phone#:786-319-5218 Address:1180 NE 100th St City: Miami Shore State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Star Painting & Waterproofing Address: 2412 Sw 59th Terr City: West Park state: FI Qualifier Name: Sander Kushner State Certification or Registration #: 11B000339 hone#: 954-455-5421 hone#: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: p: 33023 Address: City: State: Zip: Value of Work for this Permit: $ 25,665.00 Square/Linear Footage of Work: aaw3 a� Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: reroof the Specify color of color thru tile: GJ ,,, Y), v+ G l A; r- Submittal Fee $ Permit Fee $ * 00 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ �✓ 2 S DBPR $ i Notary $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ Double Fee $ ^^`` Bond $ � • W TOTAL FEE NOW DUE $ � J3 - -� 3 833 •�3 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reins ection fee will be charged. �atww - Signature Signature OWNER or AGENT CONTRACTOR Th o e oln instru t was acknowledged beforrerpe this day of l� 20 l by 6REtint-�- C 1 w p rsonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: Nan Public State of :P Cindy F Cyr • My Commission GG 130590 a s Expires 08/01/2021 f APPROVED BY Iroing instru ent was ackno ledged befor a this day of by personally known t me or who has produced s identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal Plans Examiner � Aw. NotaryStale of Fbrida Cindy F Cy �P Cindy Cyr My Commission GG 130590 a� Expires 08/01/2021 Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of'] 'F THI: PRA" "ERTY s. APPRA1S"`1,,,.. OFFICE Summary Report Property Information Folio: 11-3205-019-0390 Property Address: 1180 NE 100 ST Miami Shores, FL 33138-2602 Owner NOEMI E LA HOZ Mailing Address 1180 NE 100 ST MIAMI, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,739 Sq.Ft ........... _.._-- Living Area - ....... -.. 2,148 Sq.Ft Adjusted Area 2,395 Sq.Ft Lot Size 10,909.92 Sq.Ft Year Built 1951 Assessment Information Year 2018 2017 2016 Land Value $392,415 $392,415 $365,840 Building Value $191,685 $208,639 $210,258 XF Value $2,256 $2,283 $2,311 Market Value _._-.._.._.._____............................. ._ Assessed Value $586,356 ........__...._.............._..._......................�....__-_...._._......._........... $425,906 $603,337 $417,146 $578,409 $408,567 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $160,450 $186,191 $169,842 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Widow Exemption 1 $500 $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5 53 42 MIAMI SHORES SEC 8 REV PB 43-67 LOT 3 BLK 178 LOT SIZE IRREGULAR OR 19770-0394 06 2001 1 Generated On : 8/3/2018 Taxable Value Information County-. _.__._.__._.__�....... 2018 2017 2016 Exemption Value $50,500 $50,500 $50,500 Taxable Value $375,406 $366,646 $358,067 School Board Exemption Value $25,500 $25,500 $25,500 Taxable Value $400,406 $391,646 $383,067 City Exemption Value $50,500 $50,500 $50,500 Taxable Value ..._._....._.._......_.............. ........................ -_...... .. Regional $375,406 __....__... �.._ $366,646 .......................... $358,067 Exemption Value -........ $50,500 $375,406 $50,500 ._.. $366,646 $50,500 _ $358,067 ----._...._ Taxable Value Sales Information Previous Price OR Book - Qualification Description Sale Page Corrective, tax or QCD; min 12/30/2011 $399,515 27946-3490 consideration 08/02/2010 $499,550 27379-2405 Qual by exam of deed 06/01/2001 $339,000 19770-0394 Sales which are qualified 08/01/1998 1$244,000 18229-2007 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/propertysearch/ 8/3/2018 8/16/2018 Miami -Dade Official Records - Print Document Prepared By and Returu To: Noemi E. La Floc and Dante Chiabra and Brenda Chiabra 1 180 NE I OOth Street Miami, FL 33138 A PN: 11-3205-019-0390 QUITCLAIM DEED CFN: 20180427900 BOOK 31061 PAGE 3357 DATE:07/17/2018 01:03:32 PM DEED DOC 1,343.40 SURTAX 1,007.55 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY FOR VALUABLE, CONSIDERATION OF TWO HUNDRED AND "TWENTY THREE THOUSAND EIGHT HUNDRED AND FIFTY DOLLARS ($223,850.00), cash in hand paid, the receipt of which is hereby acknowledged, NOEMI E. LA HOZ, A SINGLE WOMAN, of 1 180 NE 100th Street, Miami, FL, 33138, hereinafter referred to as "Grantor", does hereby REMISE(S), RELEASE(S) AND QUITCLAIM(S) unto NOEMI E. LA HOZ, A SINGLE WOMAN, AND DANTE CHIABRA AND BRENDA CHIABRA, HUSBAND AND WIFE, AS JOINT TENANTS WITH RIGHT OF SURVIVORSHIP, of 1 180 NE 100th Street Miami, FL 33138, hereinafter referred to as "Grantee". The following lands and real property, together with all improvements located thereon. Situated in the County of Miami -Dade, State of Florida, and as more particularly described to wit: THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MIAM1-DADE. CITY OF MIAM1, STATE OF FLORIDA, AND IS DESCRIBED AS FOLLOWS: LOT 3, BLOCK 178. Of REVISED PLAT OF TRACTS 175A, 175B, 175C, 176A, 176B, 176C, 177A. 177B AND 178A, OF THE REVISED PLAT OF MIAM1 SHORES SECTION EIGHT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, AT PAGE 67, OF THE PUBLIC RECORDS OF MIAM1-DADE COUNTY, FLORIDA. PARCEL, ID #11-3205-019-0390 THIS BEING THE SAME PROPERTY CONVEYED TO NOEMI E. LA HOZ. A SINGLE WOMAN FROM TOMAS DATORRE. A SINGLE MAN IN A DEED DATED DECEMBER 30, 201 1 AND RECORDED DECEMBER 30, 201 1. IN BOOK 27946 PAGE. 3490. Commonly known as 1180 NE 100th Street, Miami, FL 33138 (THE Ri'IWAINDER oi. Tullis PAGE: INTENTIONALLY.LEFT BI..ANK) Page 1 of https:lAuww2.m i am i-dadecl erk.com /official records/Pri ntDocum ent.aspx?QS=YaoUfOzxry2egT58GGKh8%2b AvelgA7YyF U r2zL6BzcJvi EPwbygF 7j EU OApuM ... 1 /2 8/16/2018 Miami -Dade Official Records - Print Document CFN: 20180427900 BOOK 31061 PAGE 3358 SUBJECT TO COVENANTS, RESTRICTIONS, EASEMENTS and RESERVATIONS of record, if any. However, this reference does not operate to reimpose same. SUBJECT TO zoning; ordinances that may affect subject property. SUBJECT TO taxes for the year 201; and Subsequent Years. SUBJECT TO all easements, rights -of -way. protective covenants and mineral reservation of record, if any. WITNE the Grantor's ha cat is the t day of'20 a. ! 1 Print Name: !•� (�-i � (�) tJ�` Witness Print N, niece NO MI E. LA IOZ II Dot 100th Street Miami. FIL 33138 STATE OF FLORIDA COUNTY OF MIAMI-DADS The foregoing 'nstrumpt was acknowledged before me this day of :�o rJ 20� by, o trn f + f /O Z , who is/are personally known to me or who has/have prooced ctc ew S as identification. Nota`iy/Public 4 INORID O NEILL (Notar'a Printed Name: ..,,qY•o`„ tNGRtDUNE1Ll NotaryPuitk-state of Florida My Commission Number; '_'��• •_ Commisson°GGt52288 M Commission Expires: �p M�Gomm.:x�resJec5.2021 y OL MAIL TAX STATENIENTS AS nutr•.Ul* .D A13OVE Page 2 of 2 https://www2.m iam i-dadeclerk.com/official records/PrintDocument.aspx?QS=YaoUfOzxry2egT58GGKh8%2bjAvelgA7YyFU r2zL6BzcJvi EPwbygF7j EUOApuM... 2/2 TAR ROUP STAR PAINTING & WATERPROOFING - GENERAL CONTRACTOR— CONCRETE RESTORATION - ROOFING June 18, 2018 Client Coonnt�actj�'Ym Vante Chiabra 786-319-5218 dante.chiabra@fsresidential.com j lob Address 1180 NE 100'h Street Miami Shores Florida 33138 - Star Group Inc. presents to you our detailed description of work. We look forward to answering all your questions and hope you will utilize our years of experience to help you decide the proper roof system to meet your requirements and budget. Scope of work Roof Replacement Tile Roof: Phase I • Proposal includes permit cost up to $250.00 any additional cost will be invoiced. • All inspections required by city building departments are included. • Mandated Notice of Commencement will be filed with the County Property Appraiser's office. • Notice of Termination shall be filed upon request. • At times Code requires homes with gas appliances to upgrade their roof through gas vents to an approved Class B vent when re -roofing. It will be required to pull a separate permit. The charge for the vent and permit is not included in this proposal. Please let us know if you have any gas appliances. • Remove existing roof to a smooth workable surface. This will allow for a proper inspection of all structure wood that may need replacement. • Replace rotted wood included in proposal pricing, up to 4 sheets of 4x8 plywood sheathing and 20' of existing primed fascia wood (cedar fascia is installed unprimed). (any additional wood replacement needed will be invoiced according to our lumber schedule of charges) Wood replacement is determined by contractor to meet current building code requirements. If existing gutters need to be removed they will not be re -install, they will then be dispose of. • Re -nail deck utilizing 2.5 ring shank nails to meet current Miami Dade County and/or The Florida Building Code requirements. One of the Key components that will allow you to maximize discounts offered by your windstorm insurance provider • Provide and install a self -adhered modified rolled roofing to all valleys and roof penetrations. • Furnish and install Tamko Premium 301b felt underlayment nailed and tin tag to meet Miami Dade County and/or The Florida Building Code requirements. • Furnish and install all new lead stacks and Gooseneck vents with vermin screens mechanically attached and sealed with asphalt and mesh fabric • Replace all roof return details with new hand fabricated 24-gauge galvanized metal. • Install 3"x 3" 0.040 Aluminum drip metal (unless non -applicable) White or Brown at no additional cost. • Clear property of the days debris and walk the magnetic sweeper. • Call for nail and tin tag inspection. The city reserves the right to delay and is usually based on weather or workload Page 1 of 6 2412 SW 59th Terrace West Park, Florida 33023 Toll Free (866) 870-STAR / Office (954) 455-5421 / Fax (954) 843-0430 www.starpnt.com CGC1507967 CCC1329248 , TA R R OUP STAR PAINTING & WATERPROOFING - GENERAL CONTRACTOR— CONCRETE RESTORATION - ROOFING Phase 11 We would like to offer you the choice of using one of two products available for use under tile at no additional cost. They would be either hot mopping 90 lb. rolled roofing or utilizing a Self -Adhered rolled roofing back nailed to prevent slipping. We look forward to explaining in more detail, allowing you to learn more about both and providing samples for you to decide which one is best for you. Furnish and install Self -Adhered Modified rolled roofing, back nailed to prevent slippage Furnish and install 901b Roiled roofing set with approved ASTM Hot Asphalt, back nailed to prevent slippage. Phase III • Set up for tile installation includes chalking of lines to ensure that the tiles are set as esthetically as possible. • Tiles to be delivered and roof loaded by an independent contractor who is hired by our suppliers. Proposal includes installation of Concrete Tiles in Flat, Double Roll or Large S profiles in Category I color selection (see manufactures catalog for color selections), Tiles are set to current building codes mandated a nail down system, utilizing a closed valley system. • Install Hip / Ridge metal Trim -lock and eave closures matching the color as per manufactures recommendations. • Trim pieces utilized at all hip and ridge are to be mechanically fastened and mortared in with mortar being tinted to match tile close as possible. • Call for tile in progress inspection. • Clear property of the days debris and walk the magnetic sweeper. • Independent engineer is then requested to perform testing of the tile for wind up lift. He will then provide his signed sealed report that is required for approval of final inspection. Which will be called in immediately afterwards. Tile Roof comes with 10-year labor warranty and new updated wind inspection report for you to update your windstorm insurance provider. Optional Upgrades: Hot Mop SIBS Modified Rolled Roofing in pla of materials used in Phase 11 of this proposal. l— Star Group Inc will add two years to our 10 ear warranty /�'' Additional Cost $ 2,170.00 Accepted Declined Furnish and Install O'Hagin Attis vents in matchi file profile to properly vent attic. ' �% Additional Cost $ 250.00 each Accepted Declined r"l.. q Provide and install premium tile color section Additional Cost $ 900.00 each Accepted Declined Furnish and Install Hardy composite Soffit with alled to the perimeter of the home Additional Cost $5,450.00a each Accepted v instDeclined 2412 SW 59th Terrace West Park, Florida 33023 Toll Free (866) 870-STAR / Office (954) 455-5421 / Fax (954) 843-0430 www. starpnt.com CGC1507967 CCC1329248 __A TAR -ROUP STAR PAINTING & WATERPROOFING - GENERAL CONTRACTOR — CONCRETE RESTORATION - ROOFING Flat Roof Replacement: • Remove existing roof covering down to roof deck • Re -nail deck utilizing 2.5 ring shank nails to meet current Miami Dade County and/or The Florida Building Code requirements • Install 80lbs base sheet and tin tag to Florida Building Code Standard • Install GAF Smooth Modified Rolled Roofing • Install GAF Mineral Surface Cap Sheet • Clear property of the days debris and walk the magnetic sweeper. 5 (Five) year Warranty applied to low slope roofs Optional Upgrades Furnish and install Tapered insulation to promote water off the building. Highly encouraged by the Florida Building Code due to adding length of life to flat roof system. Additional Cost $ 3,200.00 Accepted Declined '&� Roof to Wall Straps Florida State Restoration is also a General Contractor who is able to amend the roof to wall straps. You may or may not have these installed and verification is not always available through the attic space. Verification may be made by speaking with your provider. Additional Cost $12,750.00 Accepted Declined _ Tongue & Groove / Exposed Decking These existing materials can pose an inherited risk when undergoing a roof replacement. Being that there is a seam every 4", 6" or 8" it should be understood that at times a nail may penetrate at the seam. This can cause the wood to split or allow the tip of the nail to now be seen. The only prevention is to allow plywood sheathing to be installed over the top. Cost for the labor and material is $3.50 per square foot. Please ask for pricing if you would like to consider this preventive work Exclusions • No HVAC or plumbing work of any kind is included in contract unless otherwise noted. ■ Property management shall secure all work areas for employees and or resident safety. • Any engineering • Any hurricane mitigation and retrofitting for altered structures, re -roof or roof to wall connection is not included in contract and may be an additional 20% of contract price. ■ Exclusions ■ Furring; Shimming; Nailers; Substrates; Expansion and contraction; Phasing of our work; Code upgrades; Custom Colors; Relief or saw cuts; Framing of supports; 2412 SW 59th Terrace West Park, Florida 33023 Toll Free (866) 870-STAR / Office (954) 455-5421 / Fax (954) 843-0430 www.starpnt.com CGC1507967 CCC1329248 S 5TAR OUP STAR PAINTING & WATERPROOFING - GENERAL CONTRACTOR — CONCRETE RESTORATION - ROOFING SIGNATURES The labor, material and equipment required for this job will be furnished by Star Group Inc. This proposal is subject to acceptance within 15 days and is void thereafter unless stated by Star Group Inc I HAVE READ AND UNDERSTAND THIS PROPOSAL, THE TERMS AND CONDITIONS AND ALL DOCUMENTS REFERENCED THEREIN AND AGREE TO BE BOUND BY THEM FOR THE SUM OF............................................................. $25,600.00 U rade: C) a� U rade: si y r� U rade: 5 f " 21/70r00 CONTRACT TOTAL: 5 J y 2 Z o Deposit: $5-00 Open Balance $ �`j 5-00 ACCEPTANCE OF PROPOSAL: With my signature below, I hereby accept this proposal and authorize Star Group Inc. to do the work as described in this proposal. Customer acknowledpy�er y ar�7;OWI of the prope erformed. Signature: Date Johna Auth By: by of Star Group Inc. 2412 SW 59th Terrace West Park, Florida 33023 Toll Free (866) 870-STAR / Office (954) 455-5421 / Fax (954) 843-0430 www.starpnt.com CGC ] 507967 CCC 1329248 CT Board Construction Trades 1y n9 ;INESS CERTIFICATE OF COMPETENCY 1 i B000339 AR PAINTING & WATERPROOFS' INC D.B.A.: KUSHNER is Cha er 10 of Miami -Dade County is canifmd under the provisions at _ _..�...� �\ L 8/16/2018 Miami -Dade County - Building and neighborhood Compliance Office I Home Product Control Contractors Building Officials Contact us Contractor License Information Contractor Number: 11B000339 Contractor name: STAR PAINTING & WATERPROOFING INC Address: 2412 SW 59 TERR City, St, Zip: WEST PARK FL 33023 Phone: (954) 455-5421 Other Phone: I Fax: (954) 843-0430 Email: JEREMY@STARPNTCOM D/B/A: I Contractor Status: ACTIVE Class Category Category Description Expiration Date BLDG 1 GENERAL (COUNTY) 09/30/2018 BLDG 44 ROOFING 09/30/2018 BLDG 55 SWIMMING POOL 09/30/2018 CONTRACTOR INQUIRY COMPLETE BCCO Contractor Inquiry and Contractor and Complaint SearchI BCCO Home Page I State License Search Menu 0 Home About I Phone Directory I Pnvacv I Disclaimer © 2001 Miami -Dade County. All rights reserved. hf p://egvsys.m i am i dade.gov:1608/W W W SERV/ggvt/BN ZAW 941.D IA?C N TR=11 B000339 1 /1 MIAMI-DADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS 11805 SW 26TH T. SUITE 207 MIAMI FL, 33175 (786) 315-2880 CONTRACTOR'S BUSINESS CERTIFICATE OF COMPETENCY ISSUED JULY 21, 2011 THIS IS TO CERTIFY THAT STAR PAINTING & WATERPROOFING INC CONTRACTOR CERTIFICATE NO.: 11B000339 TRADE: BUILDING CERTIF=LATE EXPIRATION DATE: 09/30/2018 HAVING MET THE CODE REQUIREMENTS OF MIA14I-DADE COUNTY, AS AMENDED, IS CERTIFIED AS A CONTRACTOR IN THE FOLLOWING CATEGOF.Y(S): 0001 GENERAL (COUNTY) 0044 ROOFING 0055 SWIMP4ING POOL WITH ALL WORK TO BE DONE UNDER THE SUPERVISION, QIRECTION AND CONTROL OF QUALIFYING AGENT KUSHNER.. SANDER I S.S.N. - -7286 ALTERATION, REPRODUCTION OR TRANSFER OF THIS CERTIFICATE IS PROHIBITED. JULIANA H. SALAS, P.E. SECRETARY, CONSTRUCTION TRADES QUALIFYING BOARD STAR PAINTING & WATERPROOFING INC 2412 SW 59 TERR WEST PARK FL 33023 FEE FOR THIS CERTIFICATE WAS PAID ON PROCESS NO. T2016145541 006253 Local Business Tax Rceipt Miami --Dade County, State of lorlda -THIS IS NOT A BILL - DO NOT PAY 7243161LBT BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES STAR PAINTING & WATERPROOFING INC RENEWAL SEPTEMBER 30, 2019 DOING BUSINESS IN DADE COUNTY 7529491 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS STAR PAINTING & WATERPROOFING INC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED C/O SANDER KUSHNER QUALIFIER 118000339 BY TAX COLLECTOR $75.00 07/31/2018 Worker(s) 4 CREDITCARD-18-058212 This local Business Tax Receipt only confirms payment of the local Business Tex. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Mlami-Dade Code Sec 8a-216. For more Information, visit yyyy�i,mtemldede.aovltexcQj(pl ACORO® CERTIFICATE OF LIABILITY INSURANCE `� 1 DATE(MM/DD/YYYY) 1 8/6/2018 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 POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) 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 SUNZ Insurance Solutions LLC ID: (NES) 2600 W. Geronimo Place, buite 100 Chandler, AZ 85224 I CONTACT NAME: Tiffany Meyer PHONE FAX 800 409 8958 ac N0 E-MAIL ADDRESS: Cert3 vensure.Com INSURERS AFFORDING COVERAGE NAIC 0 INSURERA: SUNZ Insurance Company 34762 INSURED National Employer Services, LLC 2600 W. Gerommo Place, Suite 100 INSURER B : INSURERC: INSURER D: Chandler AZ 85224 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 43505256 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 LTR TYPE OF INSURANCE POLICY NUMBER MPMLICY EFF POLICY EXP LIMITS COMMERCIALGENERALLIABILITY CLAIMS -MADE OCCUR I EACH OCCURRENCE $ PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ❑ PECTRO ❑ LOC J OTHER: GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY COMBINE SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per a.d,, $ UMBRELLA LIAB EXCESS LIAR OCCUR EACH OCCURRENCE $ HCLAIMS-MADE AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBEREXCLUDED? ❑N (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A W0009-00001-018 1/1/2018 1/1/2019 �/ SPER TATUTE FORT E.L. EACH ACCIDENT $ 1 00O 000 E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE_- POLICY LIMIT $1 000 000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Coverage provided for all co -employees but not subcontractors of: Star Painting & Waterproofing, Inc. Effective date: 1/1/2018 State of Florida license numbers CC1329248; GCC1507967 CERTIFICATE HOLDER Miami Shores 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 7 • V. Glen J Distefano •r 01933-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 43505256 1 National Employer Services PEO 009 MASTER CERT I Paige Wenter 1 e/6/2019 10:54:13 AM (EDT) I Page 1 of 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) Arm iyic�h-Velocity Hurricane Zone Uniform Permit Application Form 0 Master Permit o. Section A (General Information) In in 17B �AYR Contractor's Name Process No. Job Address I (� N f O O S-r' fl ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile / • • • • • . • .. �. ❑ Asphaltic Shingles ; Mortar/Adh Wood esi je Set Tiles , ❑ Metal Panel/Shingles ❑ .' .' ....:. ❑ Prescriptive BUR-RAS 150 0 0 0 0 0 alces' 0 0 .•••�: ROOF TYPE • • • • New roof • ❑ ❑ ...... Repair • • • • ....� ❑ Maintenance /Reroofing .. • M • • .., • 000099 ' ROOF SYSTEM INFORMATIONS . Recovenv� Low Slope Roof Area (SF) 1-3 Q �1 �Q00. "[l:' — Steep Sloped Roof AREA (SSF) �` ,-� 0 , lot I 148 • • • • �.(SFI._____• Section Sketch Roof Plan_ Illustrate all levels and sections, roof d a nsg, sc(Roof uppers,Plan) overflow scu er • • • •000 1 • sions of sections and levels, clearly ideniify dimensions of elevated Pressure zones and location nf • • pp sand overflow drains. Include dimen- 9 iI 11 0 0 D 1) 9 0 0 0 0 a 0 d li Q 0 U Measurements Chabra 1180 Ne 100th Street Miami FI ........... . . ....... .... .... .. . .... • • ••• • ••• • 20'1" Ridge 48' 10" C Hip 99,94 Valley 21' 7" Rake Eave 0 176' 11" Flashing 77' 5" 0 Step Flashing Note: all measurement are in feet 0 0 N 24' 10" page 2 of 4 ROOF ASSEMSUES AND ROOFTOP STRUCTURES I F/oriels BuUdln.4 Code 6th Edition (2017) i1 High -Velocity Hurricane Zone Uniform Permit Application Form I 1 I Section C (Low Slope Application) Fill In specific roof assembly components and Identify manufacturer I (If a component is not used, identify as °NAJ ! System Manufacturer. &AF a 1 Product Approval No.:gg_ 1 10 30.0 [ I Design Wind Pressures, From RAS 128 or Calculations: 1 1 P1:__ 481 P2:_ 2 Z P3: 1�- 0 I Max. Design Pressure, from the specific product approval system: I Deck: Type: Gauge/rhickness: S� Slope: i Anchor/Base Sheet & No. of Piy(s): c Anchor/Base Sheet Fastener/Bonding Material: I it Insulation Base Layer: Bass Insulatlon Size and Thickness: Base Insulation Fastener/Bonding Material: 9 Il Top Insulation Layer, �"— I Top Insulation Size and Thickness: 1 Top Insulation Fastener/Bonding Material: — fl Base Sheet(s) & No. of Ply(s): — _ SAS6 Bass Sheet Fa ene�JBondir Mate a!: 1 Ply Sheet(s) & No. of Ply(s): ICJ Zara- /[(1% Ply Sheet F t ne /B ding Material: it To Ply. �� l��GiSS fYle 2 I 470 Top Ply Fastener/Bonding Material: 11 Surfacing: �1OT Fastener Spacing for Anchor/Base Viset Attachment: Reid: oc ® Lap, # Roves -1- @ oc Perimeter. ,�_Z oc ® Lap, # Rows 2 @ oc Comer. __L^ oc ® Lap, # Rows Z @ �"Kx- . . .... ...... Number of Fasteners Per insulatibpi3oafd: ' . . . Field Perimeter ...... Co.er. .... ... .. m. . —... Illustrate Components Noted andeD l.g� 1 pDi sas A i�til Ad: • Woodbfocking, Gutter, Edge TerrrreoQr), Strippkw, Fjashingw.;..• Continuous Cleat, Cant Strip, Base asbing, ounle ashln%,, Coping, Etc. Indicate: Mean Roof Height, PadARMIght, Height of Base 0 • Flashing, Component Material, Materiai'Thtckieset Zestener Type, Fastener Spacing or Submit Medufacturers Details that•...: Comply with RAS 111 and Chaptef' 16. ' • .. . FLORIDA BUILt)MG CODE — BUILDING, Eth EDITION (20M ' Deck..[!able =1111M. MTRWAII�§- E-ver, i'Mama-Dade Comuty ffVRZ Electronic Roof perynit Form jonents Noted and Details as *4pplicable: 911ustrate Comp TOP Pbf Base she*t DrIP MOUI P4 Roof DeCk Roof Mean Heighv 0 0 rip Metal'. galvanized 26 92- urfachig: NIA fop Piy: Mineral SurEaceci Cap Sheet Interplies: Base Sheet: 5LB.Base Sheet.. Deck Type: -------- L!85P:Iy�ad �O� ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity hurricane Zone Uniform hermit Application Form Section D (Steels Sloped Roof System) Roof System fVlanufacturer.=10UC Notice of Acceptance Number: � 11,,.0g'aa (3 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: " jQ. ( P1: P1: `100,-•7 ... . D ecic Type: • • • • • • Type Underlayment: 3p� f Roo- lope: •••• • 12 ...... Insulation: •••••• ••• Fire Barrier: 1-J • ' Ridge Ventila i n? ---- g 1 ,y Fastener Type & Spacing: (1 ' i/ Adhesive Type: to , o1+ ES I U' r � `,,C Type Cap Sheet: cJ S moo, A Niean Roof Height: r Roof Covering: I L d (IJ P AO FI C Type & Size Drip F► ��I 0 Edge: (( ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based file systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1:- x ?L = --J - Mg: - = Mr, Product Approval M, (P2:- x). _ _-) - Mg: - = Mn Product Approval M, (P3:- xX _ __J - Mg: _ = Mr3 Product Approval Mr Method 2 "Simplified Tile Calculations Per Table Belo • • • • Required Moment of Resistance (Mr) From Table Below ZProduct Approval M, ...... M, required Moment Resistance" • • • • Mean Roof Height Roof Slope 15, 20' 25' 30' .:..40' 2:12 34.4 36.5 38.2 39.7 • #42.2 • • 3:12 32.2 34.4 36.0 37.4 ...39.8 .. 4:12 30.4 32.2 33.8 35.1 91 • • 37.3 5:12 28.4 j 30.1 j 31.6 j 32.8 ':' .9 6:12 26.4 28.0 29.4 30.5 • 32.4 • 7:12 24.4 t25.9 27.1 28.2 0.0 "Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board o? Rules and Appeals. For Uplift based file systems use Method 3. Compared the values for F with the values for Fr. If the P values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x L = - x w: _ ___) - W; x cos 6 = Fr, Product Approval F' (P2: x L = - x w. = -J - W: x cos O = Fn Product Approval F (P3: x L = - x w: = __) - W: x cos 6 = Fri Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope A Job Site Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 472 FLORIDA BUILDING CODE - BUILDING, Sth EDITION (2017) �SHUNF.S oR1 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractos.11te owner's initial in the designated space indicates that the item has been explained. • • • • • • • • • • . . ...... 0000 ...... Renailing wood decks: When replacing roofing, the existing wood.roof declr mayehave to- • • be renailed in accordance with the current provisions of Section R4403. (The �eeMeck is usually • • • • • • concealed prior to removing the existing roof system). 6 0:0 0: 0 0 0 00000 • .. .. .. ...... . . 4 e- Exposed Ceiling: Exposed, open beam ceilings are where the underside of ttie•ivo� decking • • • •, can be viewed from below. The owner may wish to maintain the architectural sppelpnce; thpgefpre, : • • • •: roofing nail penetration of the underside of the decking may not be acceptable. This providd%thtedption of maintaining the appearance. 6 15,1C, Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Agent's Signature Property Address Revised on 7/9/2009 LD;07/01/2015; Date Contractor Signature Permit Number Date MIAMI.1 ADE) MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW Ire treet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) As-ww miamidadc Roe/economt GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction... materials. The documentation submitted has been reviewed and accepted by Miami -Dade County Rye+ •' • • • • • • Product Control Section to be used in Miami Dade County and other areas where allowed bey the A4?ie�itx • Having Jurisdiction (AHJ). ...... .. ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cpddi groduci...:. •' Control Section (In Miami Dade County) and/or the A14J (in areas other than Miami Dade Z~ounty) ' ... .. . reserve a right to have this product or material tested for quality assurance purposes. tftiils product .or • ..... material fails to perform in the accepted manner, the manufacturer will incur the expen%oeiQ1jVch testing • and the AHJ may immediately revoke, modify, or suspend the use of such product or materfal;withirl their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County ' ....:. Product Control Section that this product or material fails to meet the requirements of tlia epphcable� • • • 9 • . . building code. •. . This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1022.15 and consists of pages I through 31. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI-DADE COUNTYIE ,...• NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 1 of 31 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description ."". GAFGLAS® Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic pty sheet reWbAed • • Wide with fiberglass mat. •": • • • • • • • • • • Tri-Ply® Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltiq;toysboeet rjuWtrd ' • �' Wide with fiberglass mat. so** • • • • • GAFGLAS® 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic W 0 sheet reinforced • • • • • . F1exPly'�' 6 Wide with fiberglass mat. ' GAFGLAS #75 39.37" (1 meter) ASTM D4601 , . . . . . Smooth asphaltic base or base/IV sheat'reinforced• . ...... Base Sheet Wide with fiberglass mat. • • 0 .. • • • • • • . Tri-Ply'475 Base 39.37" (1 meter) ASTM D4601 0 Smooth asphaltic base or base/ply sheet Sheet Wide reinforced with fiberglass mat. GAFGLAS® #80 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Ultima" Base Sheet Wide with fiberglass mat. GAFGLAS® 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic perforated venting base Stratavent® Wide sheet reinforced with fiberglass mat. Perforated Venting Base Sheet GAFGLAS® 39.37" (l meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base Stratavent®Nailable Wide sheet reinforced with fiberglass mat. Bottom side Venting Base Sheet surfaced with granules. Ruberoid® 20 39.37" (1 meter) ASTM D6163 SBS polymer -modified asphalt base or Smooth Wide anchor sheet reinforced with a fiberglass mat. Ruberoid® Mop 39.37" (1 meter) Smooth wide Ruberoid® Mop 39.37" (1 meter) Smooth 1.5 wide Ruberoid® Mop 39.37" (1 meter) Plus Smooth wide Ruberoid® HW 25 39.37" (1 meter) Smooth wide ASTM D6164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. ASTM D6164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. ASTM D6164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. ASTM D6163 Smooth surfaced torch applied SBS base or anchor sheet reinforced with a fiberglass mat. NOA No.: 14-1030.01 MIAMFDADE COUNTY Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 2 of 31 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoid® HW 39.37" (1 meter) ASTM D6164 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a polyester mat. GAFGLAS® Mineral Surfaced Cap Sheet Tri-Ply® BUR Granule Cap Sheet GAFGLAS® EnergyCap' Mineral Surfaced Cap Sheet Topcoat' Surface Seal SB Topcoat® Membrane Topcoat® MB Plus Topcoat® FireOufm Fire Barrier Coating VersaShield®Fire- Resistant Roof Deck Protection 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 or 55 gallons ASTM D3909 Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. ASTM D3909 ASTM D3909 ASTM D6083 1, 5 or 55 gallons ASTM D6083 5 or 55 gallons 5 or 55 gallons 12" x 100' rolls VersaShield® Solo' 42" roll wide, 100 Fire -Resistant Slip ft. Sheet Proprietary Proprietary ASTM D226 ASTM D 146, D828, D4869, D6757 Topcoat® 1, 5 gallons or TAS 139 FlexSeal' 1 qt. tube APPROVED Granule surfaced asphaltic cap sheet reWp=ced with fiberglass mat. . . 000000 Granule surfaced asphaltig�p�eet re4o;eed with fiberglass mat. Cap sbe, r factory coated with TOPCOAT' EnergyC"v3 Elastotneri � Coating. • • • • ...... ... . Solvent -based thermoplasti4p•ilibber •.; sealant designed to protect emlemstore aged roof surfaces and to increase roof ref;ectivijX.. .; Water -based elastomeric (; awrn; .. •• Water based, low VOC primer designed to block asphalt bleed -through. Low VOC, water based fire barrier coating. Non -asphaltic, fiberglass reinforced underlayment and/or fire barrier Non -asphaltic, fire resistant fiberglass underlayment Solvent -based elastomeric sealant. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 of 31 APPROVED INSULATIONS: TABLE 2 Product Name Product Description EnergyGuard' Polyiso Polyisocyanurate foam insulation Insulation EnergyGuard' Tapered Polyiso Insulation EnergyGuard' Ultra Polyiso Insulation EnergyGuard' RA Polyiso Insulation EnergyGuardT'' RA Composite Polyiso Insulation EnergyGuard— RH Polyiso Insulation EnergyGuard"' RE Tapered Polyiso Insulation EnergyGuard' RN Polyiso Insulation EnergyGuard' Perlite Roof Insulation EnergyGuard'" Perlite Recover Board Polyisocyanurate foam insulation Glass -faced polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or permalite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board Perlite recover board Securock® Gypsum -Fiber Roof Gypsum board Board Securock® Glass -Mat Roof Glass faced gypsum board Board Structodek® High Density Fiber High density fiberboard Board Roof Insulation DensDeck® Prime Roof Board Gypsum board DensDeck® Roof Board Gypsum board MIAMMADE COUNTY �Fayyxsriqlj Manufacturer (With Current NOA) GAF GAF GAF . . .... ...... .. . GAF .. • ...... .. . ...... GAF .... . ..... ..0..:GAF.... ..... .. .. .. ...... • • GAF' • ...... • • . . 0-0 .. . .. . . . GAF • • • GAF GAF United States Gypsum Corp. United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 4 of 31 Membrane Type: BUR Deck Type 1I: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(4): Anchor sheet mechanically attached to roof deck All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut'' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet (optional) VersaShield® Solo' Fire -Resistant Slip Sheet, installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® # Base e Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFfr�..AS® Stratavent Ventin i able Base Sheet is secured as described below. • • • • • • • • • •' • Fastening . Miami -Dade County Approved min. 12 ga. annular ring shank nails and Min. 1-5P8.iri:Tiamet®r • • • Option #1: tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side lapsand 8 in. o.o. in the ; ; • • • • field of the sheet in two staggered rows. .... • ...... ..... (Maximum Design Pressure. —45 psf. See General Limitation #7) 000000 • Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails a e* VOV�i. 1-5/8•iri diameter • • • tion #2: tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps amd 6 in. o.c Oin the field of the sheet in two staggered rows. 0 0 ; • • • ; • • "• •' Maximum Design Pressure: —52.5 psf. See General Limitation #7); . ". • • • • • • Fastening .. . .. . Drill-Tec"' #14 Fasteners and Drill-Tec"' 3 in. Standard Steel Plates, Drill-TecTM ActtTYae Option #3: Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill -Tee' 3 in. Standard Steel Plates, Drill-Tec" AccuTrac® Option #4: Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec'' 3 in. Standard Steel Plates, Drill-Tec" AccuTrac(D Option #5: Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximu esi n Pressure: —97.5 psf. See General Limitation #7) Base Sheet: 0 Smoot adhered in a full mopping of hot asphalt applied at 2040 lbs./sq. installed q anufacturer's installation instructions. Cap Sheet: AS' Mineral Surf p Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS EnergyCap Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 14-1030.01 MIAMMADE COUNTY Expiration Date: 11/04/18 W' ' Approval Date: 05/04/17 Page 29 of 31 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. . • , • Maximum Design • Pressure: See Fastening Above. ...... .. . ...... .... . ..... ...... ... . ..... .. .. .. ...... NOA No.: 14-1030.01 WMIAMMADECOUNTYM Expiration Date: 11/04/18 LUL • • Approval Date: 05/04/17 Page 30 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4" DensDecr Roof Board or %s" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied Wthin the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening.pattem of tA-wp•l'ayer • • • • • • 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asph.}r papel size • , shall be 4' x 4' maximum. • • • • • • . • . • •' " ` 4. An overlay and/or recovery board insulation panel is required on all applications over Clb%MIcell foaminsulatiocs• • • when the base sheet is fully mopped. If no recovery board is used the base sheet shall bey aEEked using spat , • • • • • mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbopj jV;hree Lq.Vs, gne at each sidelap and one down the center of the sheet allowing a continuous area of ventiliVidt.. Encirclingcf the ...... strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross.varatilation. Asphalt • application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached 9ystem%44Q be • • • • • • limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (P') value of 2767lbf., as • • tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing tennination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 31 of 31 19. Deck: C-15/32 Incline: 1 Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum Y4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuard" Roofboard" or minimum A -in. thick Untied States Gypsum Corp. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: — One ply "GAFGLAS® Stratavent Eliminator Venting Base Sheet" fully adhered with hot roofing asphalt Ply Sheet: — One or two plies "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth Plus" fully adhered with hot roofing asphalt Membrane: — One ply "GAFGLAS® Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt Surfacing: — "TOPCOAT® EnergyCoteTM" or "TOPCOAT® MB Plus - White" or "Matrix 322" applied at a rate of 2-gal/100-ft2. 20. Deck: C-15/32 Incline: 1 Base Sheet: — One plyeType AE6LAS® #75 Base Sheet r "Tri-Ply® #75 Base Sheet" mechanically fastened. Insulation (Optional)thickness r combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adheredG-t Besad.Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ore "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet", hot mopped Or* • • mechanically attached. • 0000 • Cap Sheet: — One ply Type G3 AFGLAS® Mineral Surfaced Cap Sheet�or "Tri-Ply® Mineral Surfaced Cap Sh•et►or "GAFGLAS® • EnergyCep— BUR Mineral Surfaced ap e . • • • • • • • • • • •••••• •• • •••••• • Class B •••••• • • • 1. Deck: C-15/32 Incline: 3-1/2 0000 • • • • • • •••••• ••• • ••••• Insulation (Optional): — One or more layers partite or wood fiber or glass fiber or polyisocyanurate or ur"arlhbr • • • • • •; • perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite" plawwlic, any thickness. • Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-PlyS Ply 4" or "GAFGLAS® Ply 6" mecH9nicmly:asteneg • 000000 Cap Sheet: — Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet" or "GA GLAS®•5neryy®ap— BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. • • • • • • • 2. Deck: C-15/32 Incline: 3-1/2 • • • Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoide Mop Granule" or "Ruberoid0 Mop Plus Granule" or "ROOFMatch^ SBS Modified Granular" or "Tri-Ply® SBS Modified Bitumen Membrane" or "ROOFMatch"•' APP Modified Granular" or "Tri-PlyS TP-4G" or "Tri-Ply® TP-4" or "Ruberoid® Dual Smooth." Cap Sheet: — "GAFGLAS® Mineral Surfaced Cap Sheet", or "Tri-Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap^' BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 3. Deck: C-15/32 Incline: 2-1/2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6". Cap Sheet: — "GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet". 4. Deck: C-15/32 Incline: 2-1/2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet' or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet." Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoid® Mop Plus Granule" or "ROOFfMatch' l SBS Modified Granular" or "Tri-Ply® SBS Modified Bitumen Membrane" or "ROOFMatchT" APP Modified Granular" or "Tri-Ply® TP-4G" or "Tri-Ply® TP-4" or "Ruberoid® Dual Smooth." Cap Sheet: — "GAFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet". 1. Deck: C-15/32 Class C Incline: Yz Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or per composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6". COUNTY J MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction mttt*e*ri�1S. The, • • • • • documentation submitted has been reviewed and accepted by Miami -Dade County RER-Pr;4A0t Control $gc4on to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdir.tjan (AHJ). ' ... •: • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County > �od�uct Control Section:"": (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the rWt to halVdil? ..... product or material tested for quality assurance purposes. If this product or material fails to psr£orm in the accepted • • • • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediate4y revoke, modify! or • • •':' suspend the use of such product or material within their jurisdiction. RER reserves the right:bttt�ke this a0ceptance, '. if it is determined by Miami -Dade County Product Control Section that this product or materlal fails to meQt, bl : • • • • requirements of the applicable building code. .' • • • • • This product is approved as described herein, and has been designed to comply with the Florida Building'QQde. • including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Low Profile Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.16-0314.06 and consists of pages 1 through 9. The submitted documentation was reviewed by Freddy Semino IN NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. .... . . .... ...... 2. PRODUCT DESCRIPTION: • • ' Manufactured by Test ...... .. . ...... Product • Applicant Dimensions Specifications De miptign �; • • Low Profile Lenght = 17" TAS 112 Flat profile concrete ropf tll; equipped vYith two.:..' Concrete Tile Width = 12 '/4" Type 3a nail holes. For adhesLvewj*, direct deck Zr ...... Thickness ='/2" Class III battened nail -on applications. • . . • . . . ..... . ...... . Low Profile Lenght = 17" TAS 112 Flat profile concrete rpofrilg equipped with two....: Concrete Tile Width = 12'/4" Type 3a nail holes. For adhesive setodirect-deo�er 0 Thickness ='/2" Class III battened nail -on applications. 00 Low Profile Lenght = 17" TAS 112 Flat profile concrete roof tile with slate finish Concrete Tile Width = 12'/4" Type 3a equipped with two nail holes. For adhesive set, Thickness ='/2" Class III direct deck or battened nail -on applications. Low Profile Lenght = 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile Width = 12'/4" Type 3a equipped with two nail holes. For adhesive set, Thickness = %2" Class III direct deck or battened nail -on applications. Low Profile Lenght = 17" TAS 112 Flat profile concrete roof tile brushed finish Concrete Tile Width = 12 '/4" Type 3a equipped with two nail holes. For adhesive set, Thickness ='/2" Class III direct deck or battened nail -on applications. Trim Pieces Lenght = varies TAS 112 Accessory trim, concrete roof pieces for use at Width = varies hips, rakes and ridges. Manufactured for each varying thickness tile profile. NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier PRI Asphalt Technologies ERPF-001-02-01 Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix II Redland Technologies P0402 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. ATL of South Florida ATL of South Florida Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(2, 5, & 8) 25-7183-(5 thru 6) 25-7214-(1, 5, & 8) 25-7487-2 25-7496-(1 & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations RT1214.01-15 RT0706.01-17 Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing • • • • TAS 108 (Mortar Set) • • • • Static Uplift Testing • • • TAS 101 (Mortar Set) ...... Static Uplift Testing • TAS 102 • Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity TAS-112 TAS-112 Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 *Qt. 1993 .... ...... .'ANJ.1994 .• ...... •��,1994 • • :•O:t•1994 .•..•• •'P'el. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 12/17/15 09/25/ 17 NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 3 of 9 3 LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in complianceewith applicable Building Code. 000000 • • • • • • 3.7 All products listed herein shall have a quality assurance audit in accordance with the F18rida Buildirig�ode ... •••••• Rule 61 G20-3 of the Florida Administrative Code. • • • ; • • IN IN IN 4 INSTALLATION: • • • • • • .... . ..... •• so* • ••• • ••••• 4.1 Eagle Roofing Products LLC Low Profile Flat Concrete Roof Tiles and its components.slWr be installed:in stric# • • • • compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. • • • • • • • • 4.2 Data For Attachment Calculations • . . . . ...... Table 1: Average Weight (W) and Dimensions (I x w 4004,000• Tile Profile Weight-W (lbf) Length-1 (ft) Width-w (ft) Low Profile Flat Tile 1 11.4 1.42 1.03 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Low Profile Flat Tile 0.301 0.278 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 3":12" 4":12" 5":12" 611:12" Greater than 7":12" Low Profile Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19132" plywood) 2-10d Ring Shank Nails 30.9 38.1 17.2 NOA No. 17-0822.13 Iq MAMMA DECOUNTY Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 4 of 9 Low Profile Flat Tile Low Profile Flat Tile 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip).��• 31.9 31.9 32.2 2-10d Ring Shank Nails' 50.3 65.5 '..'48.3 ... 1. Installation with a 4" the headlap and fasteners are located a min. of 2'/2" from hsadruf tile. • .. . ... ... ..... Table 5: Attachment Resistance Expressed as a Moment Mr flaljo •., .. for Two Patty Adhesive Set Systems .Sege. . . Tile Profile Tile Application Attachmenei'esistancje Low Profile Flat Tile Adhesive' •• g 3t3t.-. 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 13.9 grams. ICP Adhesives Polyset® AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile ICP Adhesives Polyset® AH-160 118.93 ICP Adhesives Polyset® AH-160 40.44 3 Large paddy placement of 45 grams of Pol ProTM 4 Medium paddy placement of 24 grams of Pol Pro TM Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile Mortar Sets 43.9 5 Tile-Tite Roof Tile Mortar. NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 5 of 9 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". ommm:m7 1�0) .••• 0 0 rGL E EA0 ® ...... ••.. . . ...... :00.00 • 6 FLORIDA ..•.•. .... ••... .... .. ...... ..•... • ... . . . . ...... • ...... (LOCATED ON UNDERSIDE OF TILE) • ' .. •.: • • • OR • • EAGLE FL (LOCATED ON FRONTSIDE OF TILE) Low PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No. 17-0822.13 MIAMI•DADECOUNTY Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 6 of 9 PROFILE DRAWING LOW PROFILE ROOF TILE `i � LOW PROFILE ROOF TILE sees.. sees 0000 •. sees•. sees.. sees.. sees. sees. •sees• • NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 7 of 9 LOW PROFILE ROOF TILE LOW PROFILE ROOF TILE NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 8 of 9 �1 - 1= �L T LOW PROFILE ROOF TILE END OF THIS ACCEPTANCE F�7i^r�,It1•0. • • •• • • ••••i• •• • ••!••• • • • • • • •••••• NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 9 of 9 MIAMI-DADE COUNTY M!®2 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44"' Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The 0000 documentation submitted has been reviewed and accepted by Miami -Dade County RER-P�oduc4 ContrdL $ggtlon to be . . • used in Miami Dade County and other areas where allowed by the Authority Having JurisdiCtjptf (AHJ). .. . .. .. .. . .. This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coun.ty�mduct Control Secti.o.n..• (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve Qjj&bt to have tWs prod4( t' •. or material tested for quality assurance purposes. If this product or material fails to perform*ip tbg'hccepWhi'ahner, tbe... manufacturer will incur the expense of such testing and the AHJ may immediately revoke,.mvdil�, or swp nd the use%.' of such product or material within their jurisdiction. RER reserves the right to revoke 4is acceptance! if it•is•• • determined by Miami -Dade County Product Control Section that this product or material fails•trneet the requirements • • of the applicable building code. "'..' This product is approved as described herein, and has been designed to comply with the.'11brida B"lding Co$t`:e including the High Velocity Hurricane Zone of the Florida Building Code. •. • • • DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MAMMADE COUNTY ,= NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. 0000 PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset'AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack' N/A 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: . . .... ...... Product.Bjscription Two component polyurethane foam adhesive • • • . .... ... . ve .. .. .. ...... Dispensing Equipmer►b • • • • 0 • Dispensing Equipmeh • •' """ Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset' AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1 PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[ 1 ] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD I1-93 ASTM D 1623 ASTM E 108 ' ASTM E 108 �.... ASTM E 84 •.�.,• TAS 114 .•�••� ASTM D 1623 • • • • • • TAS 101 • TAS 123 .'. TAS 101 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11 /02/95 12/12/95 02/01 /94 c1�/3o1�i3 Q/16/.94 Oayf e/q5 03/14/4 04/18/12 02121�2 10%23%98 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset` AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset' AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset' AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adlwsives.and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicagors to the autilorit havin • • • • • jurisdiction. • • • • .. 0 g • ...... . ...... 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is MytAred before applicatiop... •; of any adhesive. The mix ratio between the "A" component and the "B" component sW? b%Tnaint$ined.•betweeii 1.0-1.15 (A): 1.0 (B). ' •' • : • • • • ...... ... . ..... 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser, R%t000 or ICE•: • • • • • • Adhesives ProPack' 30 & 100 dispensing equipment only. • • • • • • • • 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. % • • . ...... 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes -after ICP 0k t %Lves • Polyset® AH-160 has been dispensed. • • • 9. ICP Adhesives Polyset' AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches A0• Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at gramSVtt paddy+• head of tile 9-11 sq. inches at ••1.2 .".'. overlap ':" Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal., 7 graMpCr bead • edge) 20-25 sq. inches each •' • "; bead " " •'� •�• •• .. ... Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches ; ';'14 grams under pan LABELING: 0 0 All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 MW through plastk ca mrit A,"Y 111""thTit) jwbw loll ° ° 10 2 1n Kri Em Clawro Nall throughpbstec cement (when required) 1q hs.x 21n.Wld Matters optional ili"Makh Tdel I CM Closure Fasda KOM threuOFrioaic _ P ddy16+neruhTilrt ¢rirars r•4uQr•dM �rrdrd'y+r++�«n ibin,k 2 in.wido getters e ��+` npt4onat i F Eav course Fasda Weephok 10In in. Eae dcsiwe ,5 Orlp edge Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. •.•• ...... ... ...... Medium Profile / Double Paniile • • •. • •••••• ••• • ••••• •• •• •• •••••• 1. Starting at the eave cours;•4l;Uly a miniitum 2" •• (50.8 mm) x 10" (254 r4n) k );' (25.4 mm) foam .•••:. paddy onto the underlayment positiolae as shown • • • • under the pan portion of *t the closrsttsrtbe • overlock of the tile being set. • • • 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic c meek (when requiredl Paddy{9entath Tilt) Undrtayr»rnr Tin. Battens cpf:unal iC in. 2 M. ter. ae. Ery Caur+r- F•rci. Flat/Low Profile Tile Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock otthAtile being set. . . .•.. • • •• . .. . Continue in same manner. It?Aft:*pproxirfiatety 10" (64.5 cm2) - 12 (77.4 cm2) s4d9?e itich adhesive contact with the underside o€Ilie Ne. :... :. ...... ... . Medium Profile / Double Pan Tile... • . . • • •••.•• 1. Starting at the cave course, jpplyaminirnum Y" (50.8• • mm) x 10" (254 mm) x 1" (21A min) f6qAjjptVy • onto the underlayment positioned as showtrurtder the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nan though pbsdc ce twien "lredj nMrowdy IN.whTil.l vimol. *mooat 9aRtans optional 6sve i°wrse Faxia MN*0db 14 in. tin. fare doswre �1 Drip edge High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x I" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock pTIM file being set. ...... ...... 3. Continue in same manner. Ig!Wn.VproxAa.te.ly 17" (109.7 cm2) - 19 (122.6 cm') >iq;a4re inch.adh4ive ; • • • • ; contact with the underside ottka tile. : '**" ..... ...... ... . ..... .. .. .. ...... . . . . ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Mail thmugh plastic cement Paddy (hetreen ties) (when required) Battens optional • • Paddy {under ble) antapof� = t„r 4 x 41rL si glepaddy ao a�dedayte `r 2 x 4 in. . nor 2 in. ash Em closule Flat/Low Profile Tile Ma, through plasticeement Sing)epaddy under tie (when required) Paddy tbetween tiles) Battens Paddy (under tHe) Ioptional i on of 5U�4z in. s4)n -,` patan` 10in. 21n. Eave Gosure Es+re Course Fascia Medium ProflleTlle On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the cave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 m:n) X *14' (25.4 . . ... ...... mm) foam paddy onto the V0e=layme1jt just below • the second course line positioned foarfi pa%fy • under the strengthening rib €o* flat tile, or under the pan portion of the tile, clgseAt4 the u- de rl-o k for• • the second course tile to be IfiStalled. •Insure • • • • • approximately 8-9 in (5• •• • • M:39: cm2rbf adhesive contact with the undersid#e oI the tile. • • • • •'. • •....• • • • • • . • •..... ••••• (Instructions continued on ne*xt j'age) • • e i • * 0 • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Man through Plastic Si a paddy under tale (when requhed) Paddy (between dies) Battens + l Paddy (under tile) optiona pad mo�ron underlay+ 4x4in. �+ Single 2 s 4 in paddy on top of two Emm course `s`' da Weephoie ?in. Eare closure Loin Drip edge High PmMeTiie 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm') - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • •••• •••••• •• • •• • . • • • • • . • • ... ....•. 0000 . • . • . • • . .... • ••••. • . .....• ... • ..... . • 690660 •. ....•. • ••.••• . • . . • . ..... • ...•.• •. • •. . • • . • . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 1) Mace enough adhesive to achieve 65 to 70 sq. In contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area.. Underlayment (motar shown) Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) lv' rep o ti Remove top portion of the eave course cover tile.Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI-DADE COUNTY Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cmZ) — 70 (451.6 cmz) square inch adhesive contact with the'undarside of the pan tile. • • ... • .... . . • . • . . • • ...... .. . ...... 3. Turn covers upside dowu4posing the underside. of the tile. Apply a minixxav 1" (25.4 mm) x 101. (254 mm) bead of adhesk" directly on t%e inner • • • . • edge of each side of the eoCe4tile. L•liatiq ; • • • • • approximately 3/4" (19'dirAl to 1" (25.4 M n) .... ; • from the outside edge Xthe'tile, inward, free of '. . . . ...... foam to allow for expaision, • • • • • • . ...... .. . .. • • . 4. Turn cover tile over after foam is apN"And place onto pan tile course. Insure a minimum of 20 (129 cm) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 MIMI®DiADE � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to ha;e.14is .... product or material tested for quality assurance purposes. If this product or material fails to Pedbr:i in the accepted . • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately wwoke, modiiy,'or ....:* suspend the use of such product or material within their jurisdiction. RER reserves the riglirttttemke this acceptance. if it is determined by Miami -Dade County Product Control Section that this product or material Tails to r4eet t2w 0• requirements of the applicable building code. 0000 0 This product is approved as described herein and has been designed to comply with the Flo�i .4;ildin j Mder P PP P Y l; g .. ...... including the High Velocity Hurricane Zone of the Florida Building Code. ...... . • . . . . ...... DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and Tolnl wing statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. NOA No.: 17-0614.22 CMAMMADECOUNTWExpiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateeory Roofing Sub-Cateeory: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'3 3/8" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Dual Pro 61' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Desi v&is a Location #2 metal roofing and roof tile underIggient. • • • • • • Polystick Tile Pro 61' x 3'33/8" 00 TAS 103 and A rubberized asphalt self-adheritip glass-tiLor/polyester...:. Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing mertibt� Designed as a metal • ..0... Location #2 roofing and roof tile underlayuMV. :...:. Polystick TU Max 65'8" x 33-3/8" .... . ..... TAS 103 and A rubberized asphalt self-adheripg polyester reinforced• : • • • Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. D�gflAd as a a roof file • • • •; • ...... . Location #1 & #2 underlayment. 0 0 0* 0 0% Polystick TU P 32' 10" x 3'33/8" TAS 103 and A rubberized asphalt waterpr8ofipgmembrane, glass- Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with• a granularsLISAce Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick MTS 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'3 3/s" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G 15 5 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM D1b23 •"Q�(1`2/14 P46520.10.14 ASTMD1623 '..' •• .J0403/14 .• P44360.10.14 TAS 103 & TAS 119• • • • • • 4 W7/14 ....:. P43290.10.14 ASTM D 1970 & TAS 41" • • 10/17/14 ; PLYG-SC 10130.06.16-3 TAS 103 & TAS 1 l o" •". � • % J)6:27/16 ' • PLYG-10130.06.16-1 ASTM D1970 & TAS l lb** :.. 06/27/16 ...... .. ..... PRI Asphalt Technologies PUSA-035-02-01 TAS 103 " " 09729/06 .... • PUSA-055-02-02 TAS 103 :••: : 12/10/07 '. PUSA-089-02-01 TAS 103/ASTM D4798 8{, G145 ; •(486/09 •• . . ...... Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 �.e4/61/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23138A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 MIAMMADECOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Soso Min. 19/32" plywood or wood plank System Type E(2): . . .... ...... Anchor sheet mechanically fastened to deck, membrane adhered '..' .. . • Anchor/Base Sheet: One or more plies of ASTM D 226 Type I1 or ASTM D 2626. Fastening: ...... Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a winknum 44 head lap. (for"': base sheet only) 00400 • • • • • Membrane: ..w... •o• . •...o Elastoflex S6 G, hot asphalt applied .. .. .. *Soso Surfacing: See General Limitations Below. • • • w • • . . . . 0000% Deck Type 1: Wood, non -insulated o• o Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention 0000 to lap areas. . ..e. ...... 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assem;Ly�Cu&ent Product Control .' Notice of Acceptance. ...... ' ... • • • • • • • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Thee fMfing tape shall be :. • • •: pressed in place and formed around the protrusion to ensure a tight fit. A second ]aye? otl3olystiole 6kaw be applied over the underlayment. ' ...... ... . ..... .. .. .. ...... GENERAL LIMITATIONS: • • • 1. Fire classification is not part of this acceptance. • . ...... 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Poly stick' MTS-Pte; may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 MIAMMADE COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61 G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus M'FAVlgs with. Dual Pro • • • • �tj glus Flat Tile Prohibited 4:12 6:12 6:12 5:12 • ; • •' 6:1'2 • without battens • Profiled Prohibited 4:12 6:12 6:12 4:1�� ; •6'12 Tile without battens I 1 • • • • • 00 • • The above slope limitations can be exceeded only by using battens in accordance with th *02proved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens ar$required, they shall. • •: • be utilized during loading and installation of tiles. • 10. Care should be taken during the loading procedure to keep foot traffic to a minimum ana to avoid drpppjttg of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. d a 0 W N POLMCKTU Plus NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRXgM . . .... ...... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIAIC APPL1eATfQNS. • • ...... .. ...... LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOM�F PPIONS.. 0000 • • 1. Polyglass does accept the direct application of Polystick underlayment membranes to &ocd decks. Znstalrers are.... cautioned to refer to applicable local building codes prior to direct deck installation to ensmothis imp aeieRtable.' •"' Please also refer to applicable Product Data Sheets of the corresponding products. • • ' • ...... 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edgE set as per Polulass ....:. Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %V metal Disk as ; 0 0 0 0 ; required in Miami -Dade County or simplex type nail as otherwise allowable in other regions,;t a ri 'rjhprtw rate' of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para MivAr" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6 W712", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). 0000 • • • . PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC'APPLLMIGNS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. . • • • • • • END OF THIS ACCEPTANCE • . • 0 • •• •• e • .. • • • . 0 0 0 0 . . 0 0 0 0 . •.•.•• . • • • • • • .000a NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 M IM I® � MIAMI-DADE COUNTY QADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv O'Hagin Manufacturing, LLC 210 Classic Court, Suite #100 Rohnert Park, CA 94928 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).. : • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Pfoddct Coiafrol Section • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve this'rf''t to have this product • or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, t08 manufacturer will incur the expense of such testing and the AHJ may immediately revoke, nlgi fy'or su r dfhe usa. • • • of such product or material within their jurisdiction. RER reserves the right to revoke this arwptavice, ifitri6� • • • • determined by Miami -Dade County Product Control Section that this product or material faii6.to-w eet the requirements •';' of the applicable building code. •' •.. • 0 • • This product is approved as described herein, and has been designed to comply with the Florida BttildingNQds. including the High Velocity Hurricane Zone of the Florida Building Code. : . • . • • • . •' DESCRIPTION: O'Hagin's Cloaked Vent Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renew NOA# 13-0122.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Freddy Semino is NOA No.: 17-1031.03 Expiration Date: 04/04/19 Approval Date: 03/08/18 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: 26ga. Steel; 0.032" Aluminum; 16 oz. Copper Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Dimensions Test Product Specification Description O'Hagin's Cloaked Vent 29" x 19" x 2" TAS 100 Metal roof vent for tile roofs Tile S-Profile O'Hagin's Cloaked Vent Tile M-Profile O'Hagin's Cloaked Vent Tile Flat -Profile Primary Vent - Standard Flange Primary Vent - Diverter Flange 26-1/4" x 19" x 2" 26" x 19-1/2" x 4" 24" x 1 I" x'/z" 24"xIVx'/z" MANUFACTURING LOCATION 1. Rohnert Park, CA 2. Lakeland, FL EVIDENCE SUBMITTED Test Aliency/Identifier PRI Construction Materials Technologies Center For Applied Engineering, Inc. MIAMMADE COUNTY ...• • TAS 100 Metal roof vent for tile roofs .... . . • TAS 100 Metal roof vent for the roofs • ...... .. . ...... TAS 100 Primary metal vent flVtltdg .for F1'jt,JA and S • • . ..... Profile vents .... • ....000 • .... . TAS 100 Primary metal vent fla�bir�.. with a diverter for• • • • ; • Flat, M, and S Profile werl": '. Name Report Date TAS 100(A) OHI-025-02-01 01/10/08 TAS 100(A) OHI-014-02-02 12/08/07 TAS 100(A) OHI-026-02-01 01/10/08 PA 100A MTS No. 257732b 07/30/96 NOA No.: 17-1031.03 Expiration Date: 04/04/19 Approval Date: 03/08/18 Page 2 of 9 APPROVED APPLICATIONS: Trade Name: O'Hagin's Cloaked Vent Tile System Type A: Mechanical attachment of vent under tile. Slot: Mark a 19" x 7" opening centered between layout lines and aligned approximately as shown on exposure lines as seen in Detail A. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Set primary vent (with or without diverter) in a 1/8" (2.54cm) bed of asphalt roofing cement. Secure primary vent to the roof deck with 1-1/4" x 3/8" (3.16 x .953cm) galvanized ring shank roofing nails spaced 4" (10.16cm) o.c. Seal nails with an approved ASTM D 4586 roofing cement, sealing primary vent flange with a layer of Perma glass mesh p44tpred into the roof cement around the flange. ' .... • • • • • Ventilation Calculations: LIMITATIONS: 1. 2. 3. 4. 5. 0.0 . go 0 The tile vent can now be centered over the primary vent and nailed at 4k head "Ah 2 ea. 1/4" x 3/8" (3.16 x .953cm) galvanized ring shank roofing nails. See foetail A. • See manufacturer's published literature for net free area Refer to a licable Buildin Code re uired ventilation ...... ... . PP g q oo a gg The installation shall be applied in compliance with the manufacturer's current published application•il:siructior and the requirements set forth in applicable building code. . goes . ggggge Wind Clip hooks shall be fully engaged under head of preceding tiles. O'Hagin's Cloaked vent tile may be installed on roofs up to roof mean heights of 40 ft. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 17-1031.03 Expiration Date: 04/04/19 Approval Date: 03/08/18 Page 3 of 9 DETAIL A PRIMARY VENT (WITH OR WITHOUT DIVERTER FLANGE) INSTALLATION 1.Mark and cut a 19" x 7" hole in the roof deck Centered between layout lines and aligned Approximately as shown on the exposure lines. (Set blade to the thickness of the sheathing) 3. Attach at 4-inch centers using approved roofing Nails of sufficient length to penetrate the Sheathing. 2. Seal using sufficient amddht of locally • approved sealant arourldVftr flange of : • .. .. .. ...... Primary vent. • 4. Flash using locally approved peel and stick. NOA No.: 17-1031.03 Expiration Date: 04/04/19 Approval Date: 03/08/18 Page 4 of 9 S-TILE VENT INSTALLATION 1. Install secondary vent cover, bending the Wind clip tightly under the preceeding course Of tile, adjusting for head lap. M-TILE VENT INSTALLATION 2. Secure with approved r9pfo1g nails of . sufficient length to pene g4te the . • Sheathing. .....• 1. Tile is inserted between perforated top of secondary vent cover and bottom flanged with water channel. Bend the wind clip tightly under the preceding course of tile, asjusting for head lap. The secondary vent cover takes the place of two field tiles. NOA No.: 17-1031.03 Expiration Date: 04/04/19 Approval Date: 03/08/18 Page 5 of 9 FLAT -TILE VENT INSTALLATION 1. Tile is inserted between louvered top of secondary vent cover and bottom flayed with water • channel. Bend the wind clip tightly under the preceding course of tile, asjusting#er4jead lap .% ; Remove 2 to 3 inches of the tile batten lug on either side of the secondary vent cover for proper* • fit. For tiles with continuous lugs, a portion of the lug may be removed as needp&Wwind cliff installation. The secondary vent cover takes the place of two field tiles. ;...: • NOA No.: 17-1031.03 Expiration Date: 04/04/19 Approval Date: 03/08/18 Page 6 of 9 TOP L DETAIL "B" M-PROFILE 24 11r • • rr• • • • �lrw— • • 2 - 4 1 fY• • 2' - 4 1/2' ea�� • •• RIGHT •••••• S-PROFILE • • • • • • 3 1/2' — 4 1/2' I FRONT a1 f11r . C MIAMMADE COUNTY 21 1/2' 3 1/2- - 4 1/2' f LEFT 3 1/2" RIQ NOA No.: 17-1031.03 Expiration Date: 04/04/19 Approval Date: 03/08/18 Page 7 of 9 FLAT -PROFILE { 17 1/2- - 19- 17 1/r - 10- ,f I �---�' m- ! 2r - 32- TOP gOTT(2� 2& ' ....' ...... FRONfij • • • 2. ...... • ...... �'-2- BACK •• • RIGHT • •••••• ••••• • NOA No.: 17-1031.03 Expiration Date: 04/04/19 Approval Date: 03/08/18 Page 8 of 9 PRIMARY VENT DETAIL RQUO� 1 Jr — 3µ- 1�RS1SJ.1 1/r — 3/4_ 6ACK �'--` 1/2' - 3J4' LEFT RIGHT MIAMI•DADE COUNTY ,= 1/'2' - 3f4' — • • • •�i-•7� iri i FROND � � • .�. . !• • ,/2' - 3 lEE2 1/2" - 3/4'��.--�- G,..,13/id' RIGHT 1} END OF THIS ACCEPTANCE NOA No.: 17-1031.03 Expiration Date: 04/04/19 Approval Date: 03/08/18 Page 9 of 9