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RF-17-2004Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address ■ Issue Date: 8/8/2017 lr NO. RF-8-17-004 Permit Type: Roof Worts Classification: Tile/Flat Permit Status: APPROVED Expiration: 02/04/2018 Parcel Number Applicant 425 NE 91 Street Miami Shores, FL 33138- 1132060140100 Block: Lot: MIAMI CAPITAL FUND I LLC Owner Information Address Phone Cell MIAMI CAPITAL FUND I LLC 425 NE 91 Street MIAMI SHORES FL 33138- (561)866-0500 425 NE 91 Street MIAMI SHORES FL 33138- Contractor(s) Phone A PLUS QUALITY ROOFING COMPAN (305)807-8804 Cell Phone Valuation: Total Sq Feet: $ 22,500.00 4200 Type of Work: Re Roof Additional Info: Classification: Residential Scanning: 3 04'c1f``FD Fees Due Bond Type - Owners Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $13.80 $5.25 $5.25 $4.60 $350.00 $9.00 $18.40 $906.30 Pay Date Pay Type Invoice # RF-8-17-64810 08/08/2017 Check #: 1270 Bond #: 3473 Amt Paid Amt Due $ 906.30 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap 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 AFFID IT: I certi at . I the fo construction and ning. Futh rmore, =uthor Authorize nature: Owner / App icant ation is accurate and that all work will be done in compliance with all applicable laws regulating ontractor to do the work stated. / Contractor / Agent August 08, 2017 Date Building Department Copy August 08, 2017 1 BUILDING PERMIT APPLIC BUILDING ❑ ELECTRIC PLUMBING MECHANICAL PU``BLIC`WORKS CHANGE OF CANCELLATION SHOP ❑ ❑ ❑ ❑ ❑ DRAWINGS RECEIVED AUG 08 2017 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 S FBC 20►LI Master Permit No. R ' 1� ' ZOO Sub Permit No. ❑ REVISION ❑ EXTENSION El RENEWAL. CONTRACTOR City: Miami Shores CouMiami Dade Zip: S'3 13Z. Folio Parcel#: - 320 b - b 1 �-1 �- �\ 0 hp / '� � I 4ding Historically Designated: Yes NO Occupancy Type: Load: Construction Type: it lood Zone: BFE: FFE: i OWNER: Name (Fee Simple Titleholder): \/i4/i? / « 'P U / NJ7 / L2C_. Phone#: ,3Z/. a 6 ': C 324'Z Address: `--Tc5 L S.\ City: \---)k) State: .C\ Zip: 33 \� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: `A. \\-. Address: \' t 0 \ \10 •v,2,4e. City: \ State: �r ' Qualifier Name: Phone#: 304- $O7-g%1A Zip: Phone#: State Certification or Registratid Z_ \3- D1 to3 Certificate of Competency #: ``� OZZI Phone#: DESIGNER: Architect/Engineer: City:State: Address: Zip: Value of Work for this Permit: $ ' _2-15 D b — Square/Linear Footage of Work: 200 Type of Work: ❑ Addition ❑ Alteration ❑; New Repair/Replace ❑ Demolition Description of Work: Po- tRo g Q" Specify color of color thru tile: Submittal Fee $ Permit Fee $ '3S0 '(30 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 50 0 ^ CP TOTAL FEE NOW DUE $ 1-101rC7 , `3(7 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspec ion fee will be charged. Signature ENT The foreforegoing instrume t was acknowledged beforg rp�this 2— day of � � U 1 ` , 20 ,fir' Lettir-1!' is personally known to .:---q-- me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY by Signature The foregoing instrument was acknowledged before me this day of , 20 /1 , by CNoN z.. \'-Z, who is personally known to as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:. ft/ 47o, ,� °� �iss�o��rF NN Vembe� �, * ;� Eped�hN O�elNotarysetvw �Uj o s�� of �oQ' ************irk********►************ *************************** 4Print: Seal: •� /� Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Detail by Entity Name http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetai... Detail by Entity Name Florida Limited Liability Company MIAMI CAPITAL FUND I LLC Filing Information Document Number L17000013158 FEI/EIN Number NONE Date Filed 01/17/2017 Effective Date 01/12/2017 State FL Status ACTIVE Principal Address 185 SW 7TH STREET SUITE 3212 MIAMI, FL 33130 Mailing Address 185 SW 7TH STREET SUITE 3212 MIAMI, FL 33130 Registered Agent Name &Address GARRAMBONE, SCOT B 185 SW 7TH STREET SUITE 3212 MIAMI, FL 33130 Authorized Person(s) Detail Name & Address Title MGR GARRAMBONE, SCOT B 185 SW 7TH STREET MIAMI, FL 33130 Annual Reports No Annual Reports Filed Document Images 01/17/2017 -- Florida Limited Liability! View image in PDF format 2 of 3 7/21/2017 3:56 PM 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 contractor. The owner's initial in the designated space indicates that the item has been explained. 2.enailing wood decks: When replacing roofing, the existing wood`roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. `6-- 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. Property Address Revised on 7/9/2009 LD;07/01/2015; Date Contractor Signa Date Permit Number iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795,2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name:t. . /1%l,141 / Property Address: 17-\72.-5 \ /7i f1 / G GG Date: 1 Roofing Permit Number: Dear Building Official: l certify that I am not required to retrofit the roof to wall connections of my building because: 'The just valuation for the structure for purpose of ad, valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition . e Soul, .rida Building Code (1994 SFBC) Signatu Scoreyitfd Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/s is the owner for the above property mentioned. Sworn to and subscribed before me this day of U 52 Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more SFBC. Then you must provide a building application from a General Contractor for the Roof to with FBC nor a 1994 Revised on 5/21/2009 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-014-0100 Property Address: 425 NE 91 ST Miami Shores, FL 33138-3150 Owner MATRIX DEVELOPMENT GROUP LLC Mailing Address 9825 NE 2 AVE MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4/3/1 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 3,005 Sq.Ft Lot Size 12,800 Sq.Ft Year Built 1955 Assessment Information Year 2017 2016 2015 Land Value $383,743 $320,290 $307,196 Building Value $210,633 $210,818 $211,004 XF Value $3,751 $3,784 $3,079 Market Value $598,127 $534,892 $521,279 Assessed Value $588,381 $534,892 $521,279 Benefits Information Benefit , Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $9,746 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 2 PB 10-37 LOTS 15 & 16 BLK 49 LOT SIZE 100.000 X 128 OR 14474-2636 0390 1 COC 25411-2436 02 2007 6 Page 1 of 1 Generated On : 8/8/2017 Taxable Value Information 2017 2016i 2015 County Exemption Value $0 $0 $0 Taxable Value $588,381 $534,892 $521,279 School Board Exemption Value $0 $0 $0 Taxable Value $598,127 $534,892 $521,279 City Exemption Value $0 $0 $0 Taxable Value $588,381 $534,892 $521,279 Regional Exemption Value $0 $0 $0 Taxable Value $588,381 $534,892 $521,279 Sales Information Previous Sale Price OR Book - Pa a 9 Qualification Description 06/29/2017 $490,000 30602- 1091 Qual by exam of deed 02/01/2007 $705,000 25411- 2436 Other disqualified 01/01/2007 $600,000 25296 4232 Other disqualified 10/01/2003 $0 21852- 0264 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 8/8/2017 CFN: 20170410587 BOOK 30618 PAGE 119 DATE:07/19/2017 08:38:26 AM DEED DOC 3,468.00 HARVEY RUVIN, CLERK OF COURT, MA-DADE CTY Prepared by and return to: Gustavo De Zendegui Zendegui Law Group, P.A. 10800 Biscayne Blvd. Suite 725 Miami, FL 33161 305-579-3333 File Number: ALN425.R Will Call No.: [Space Above This Line For Recording Data] Warranty Deed This Warranty Deed made this loth day of July, 2017 between Matrix Development Group, LLC, a Florida limited liability company whose post office address is 9825 NE 2nd Ave, Miami Shores, FL 33138, grantor, and Miami Capital Fund I LLC, a Florida limited liability company whose post office address is 185 SW 7th Street, Suite 3212, Miami, FL 33130, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lots 15 and 16, Block 49, Miami Shores Section No. 2, according to the plat thereof as recorded in Plat Book 10, Page 37, Public Records of Miami -Dade County, Florida. Parcel Identification Number: 11-3206-014-0100 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2016. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. DoubleTime® CFN: 20170410587 BOOK 30618 PAGE 120 Signed, sealed and delivered in our presence: itii Witness Nake: inter State of Florida County of Miami -Dade Matrix Development Group, LLC, a Florida limited liability company ), 'f By: / /lIr' /1/6 p/V 1>bd J Carabotta,1., Manager (Corporate Seal) The foregoing instrument was acknowledged, sworn to and subscribed before me this 5th day of July, 2017 by Raymond J Carabotta, Jr., Manager of Matrix Development Group, LLC, a Florida limited liability company, on behalf of the corporation. He L] is personally known to me or [X] has produced a driver's license as identification. [Notary Seal] 1.:04it% VIVIAN DYER MY COMMISSION # FF935499 '';. EXPIRES November 11. 2019 •ia,i1�3984133 rlond NourySeMce.car Notary Public Printed Name: Ian My Commission Expires: (( fr 1- ` i Warranty Deed - Page 2 DoubleTimee Florida Building Code 5th Edition (2014) High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name Job Address '0 Low Slope AsPhaltic RECEI QED Shingles AUG 08 2017 (le ROOF CATEGORY O Mechanically Fastened Tile Mortar/Adhesive Set Tile O Metal PaneUShingles 0 Wood Shingles/Shakes - Are there 0 Prescriptive BUR-RAS 150 Gas Vent Sucks? Yes No ROOF TYPE Type: Natural0 LPGXO 4 0 New Roof Re -Roofing 0 Recovering 0 Repair. Q MalntQQ e .7 ROOF SYSTEM INFORMATION . . . . •. . .. • • . . • . .•• . • Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total 4FF111 •.•. • • • • . • • • • • • • •. • • • •. •• Section 'B (Roof Plan) • • • • Sketch Roof Plan: Illustrate all levels and sections, roof drains, •$6appers„ Qyeriow scuppers and overflow drains. Include. dimensions of sections and levels, cWarly identify dimensions of elevated Pressure zones and location of parapets. woo 0 0 E w i • •R.V •` „,T "4` ix 1i. 17 111 • - tt 7- I ■ -�--- ----I �-- __- • • • • • •• . . 123_01-48 8/15 PAGE 2 Florida Building Code 5th Edition (2014) High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) - Fill in Specific Roof Assembly Components and identify Manufacturer (If a component Is not used, Identify as 'NA") System Manufacturer: pC" NOANo.: \1{ - \ 03 0' CJ2-. Design Wind Pressures, From RAS 128 or Calculations: Pmax1:142, g Pmax2:-11. 1 Pmax3: I t 8 •0 Max. Design Press rre,ZFrom the Specific NOA Syste Deck: Type: ..5?��d� Gauge/Thickness: $ • Slope: Si)! 1 Z Anchor/Base Sheet & No. of PIy(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) ise Sh K�t�Cs Ply Sheet(s) S No. of Ply(s)V\ oc S i� - ner/Bonding Material at Nzle \ \ v- No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Plyue Grp \ Top\I�ast�ner/ to )G\ rial: Surfacing: ��a�� as Fastener Spacing for AnchoifBase Sheet Attachment Field: CI I " oc @ Lap, # Rows 2 @ q oc Perimeter: " oc © Lap, # Rows © " oc Comer. oc Lap, # Rows q @ 6 " oc Number of Fasteners Per Insulation Board Field Perimeter— Comer Illustrate Components Noted and Details as'Applicable: . • • • • Woodblocking, Guttar, . tdge fermination, Stripping, Flashing, Cdntinbous Abair Cant Strip, Base Flashirtt,';Counter Flashing, Coping, Etc. • • 1pdicate: Mean Roof.Plbfght, Parafolii'Height,' Height of Base Flashing 'Component 'Material, . . Material Thickness, PddhABr . Typd,' Fastener Spacing or Submit M&hufdbturers betEllls that Comply with RAS 111 Ofid rlfapter 16. .�2 ry e 'r1� i, 4,04 r.c 0 2 P' ple .) . • . .-.• . •. • • • . . .• Parapet Height 12- \-•-•33k3 Mean Roof Height i 23_01-48 8/15 PAGE 3 Florida Building Code 5th Edition (2014) High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: \ Z — DC\ D-t , 1 2. Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: 3q . \ P2: 6 %.1 Maximum Design Pressure (From the NOA Specific System): 3 \ . 3 Method of tile attachment: Roof Slope: :12 P3: ► • . .- .. . • .... . . .... .. . . .. .. • . . . .... .... Steep Sloped Roof System Descripiieh ' • Deck Type: N?\ ype Underlayment: nsulation• Fire Barrier: Ridge Ventilation? i astener Type & Spacing: dhesive Type Mean Roof Height: \ ? i . .. . . . .. .. . . ... . .. . . • • e Cap Sheet: i oof Covering: I Ns csomL Type & Size Drip Edge: 2h G.J 23 01-48 8/15 PAGE 4 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwlth the values from Mr. 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 q"Moment Based Tile Calculations Per RAS 127" (pi . 1 z3..Z0p as'-1.$Z)— Mg: -1.r,-7 NOA 11 3'.3 (P2: fig+. 1 z A. • 200 co 13 (02) —Mg: `T. 0`7— NOA 3i. 3 (P3:100.1 z A.. ZOCI = ZO.1'k) — Mg: i V 7 — ma i O 1 NOA 644, 31. 3 Method 2 "Simplified The Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Rfr Mean Roof Holed M. Required Moment Resistance* -- Roof Slope I 15' 20' 25' 30. i • • • lir 2:2 34A 36.5 30.2 - 3:12 32.2 344 36.0 • • • y ••••144 ..• •� . 7Gq- 4:12 304 32.2 33.8 •'8 . ...am .37.3 5:12 284 30.1 31.8 •••32.8 ••••305 ••• ti4.9 8:12 •, 28.4 28.0 28A �•••32.4 • 7:12 24:21 25.8 27.1 ":•7 . ••.310 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the P p systems use Method 3. Compared the values for F' with the •' ••• values for F,. If the F• values are greater than or equal to the F. values, for each areaof the roof, then the the attachmentimethod is acceptable. Method 3 "Uplift BaseiTiie Calculations Per RAS 127" op, : z l• - x w: — ) — W z cos o: = FN• NOAF (P21 z l: : w: — ) — W; a cos 6: = Fres NOA F' (P3 : z 1: = z w: _ ) - W: z cos B: Fra= NOA F' • � . � • Where to Obtain Information Description Symbol Where to find Design Pressure P1 orP2 orP3 RAS 127 Table 1 cc by an engineering analysis > 7 red by PE based on ASCE Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic M°i Restoring JL NOA Moment due to Gravity M. NOA Attachment Resistance M, NOA Reeked Nomad R fated Minimum Attachment Redolence r NOACala NOA Required Uplift Resistance F, Cakuiated Avenge NOA TTiiilee D' meng eWn 1= length NOA All caktdations must be submitted to the Building Official at the time ofpetmit application.. MIAM COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.eov/economy This NOA is being issued under the applicable rules and regulations goveming 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 have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the exgens .of such tg tjng and the AHJ may immediately revoke, modify, of suspend the use of such product orlu8terial within. their jurisdiction. RER reserves the right to revoke this acceptance,"if it is determined b .AMIiami Dade• County Product Control Section that this product or material fails to meet the requiremei'ts of the • applicable building code. . . . • • • • • • This product is approved as described herein, and has been designed to comply with•t•P • • • • Code including the High Velocity Hurricane Zone of the Florida Building Code. • • . • • DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Wood Decks .. • LABELING: Each unit shall bear a permanent label with the manufacturer's name . • . or loge, city, stale 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 and revises NOA No. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L. Acebo. MIAMIOADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 1 of 30 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Matrix' 102 SBS Membrane Adhesive GAFGLAS® #75 Base Sheet GAFGLAS® #80 Ultima' Base Sheet GAFGLAS® FlexPly' 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCap'M BUR Mineral Surface Cap Sheet GAFGLAS® Stratavent® Eliminator' Perforated Venting Base Sheet GAFGLAS® Stratavent® Eliminators" Perforated Nailable Venting Base Sheet Ruberoid® SBS Heat -Welds' Smooth Ruberoid® SBS Heat -Welds" Granule RoofMatch' SBS Modified Granular Ruberoid® SBS Heat -Welds"' 170 FR Dimensions 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide ( ( ( ( 39.37" 1 meter) Wide 39.37" 1 meter) Wide 39.37" 1 meter) Wide 39.37" 1 meter) Wide (1 107 sq. ft. (9.9 m2) 39.37" meter) Wide Test Specification ASTM D3019 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 ASTM D3909 ASTM D4897 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 Product Description Fiber reinforced rubberized cold -applied adhesive for modified bitumen roof systems. Type II asphalt impregnated and coated glass mat base sheet. Type II asphalt impregnated a x'eoited, fiberglass base sheet.. • • Type VI asphalt infj reetiated glass Felt with asphalt coating : ' Type IV asphalt in yygnated glass.felt with asphalt coating. • •• • • • Asphalt coated, glasrfiller matttip" sheet surfaced with miiMargranules.'• • Asphalt coated, gfess':fiier mat cap sheet surfaced with mural granule$ Wtfl' factory applied Eiiurg#i(oteT ... • Fiberglass base sheet coated on.bottrsides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. A nailable, fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -woven polyester mat coated with polymer -modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer -modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with SBS polymer -modified asphalt and surfaced with colored mineral granules. Non -woven polyester mat coated with fire retardant polymer -modified asphalt and surfaced with mineral granules. NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 2 of 30 •'. • • • • • • D •' • • • Product Ruberoid® SBS Heat -Weld` Plus Ruberoid® SBS Heat -Weld' Plus FR Ruberoid®EnergyCap' SBS Heat -Weld" Plus FR Ruberoid® SBS Heat -Weld' 25 ' Ruberoid® Mop Granule Ruberoid® Mop Smooth Ruberoid® Mop Plus Ruberoid® Mop 170FR Ruberoid® Mop FR Ruberoid® Torch Smooth Ruberoid® Torch Granule Ruberoid®EnergyCap" Torch Granule FR Ruberoid® EnergyCop" Torch Granule Plus FR RoofMatch" APP Modified Granular Ruberoid® Torch FR MIAMEDADE COUNTY APPROVED Dimensions 39.37" (1 meter) Wide 39.37" ASTM D6164 (1 meter) Wide 39.37" ASTM D6164 (1 meter) Wide 39.37" ASTM D6163 (1 meter) Wide Test Product Specification Description ASTM D6164 Non -woven polyester mat coated with polymer -modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer -modified, asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer -modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Non -woven polyester mat coated with polymer -modified asphalt and smooth surfaced. 39.37" ASTM D6164 (1 meter) Wide 39.37" ASTM D6164 (1 meter) Wide 39.37" ASTM D6164 (1 meter) Wide 39.37" (1 meter) Wide ASTM D6164 39.37" ASTM D6164 (1 meter) Wide 39.37" ASTM D6222 (1 meter) Wide 39.37" ASTM D6222 (1 meter) Wide 39.37" ASTM D6222, (1 meter) Wide 39.37" ASTM D6222 (1 meter) Wide 107 sq. ft. (9.9 m2) 1 meter (39.37") Wide Non -woven polyester mat coated with polymer -modified asphalt and surfaced with mineral granules.• • • • • • Non -woven polyester plot coatet1" Mith polymer -modified asphalt and smooth ... .., . • Non -woven polyester mat coatedw►rith polymer -modified asphalt and sttr!at;ed with mineral gramfibr •: Non -woven polyester at coated vyith fire • • retardant polymer .piodifd asphalt and • surfaced with mineral granules. Non -woven polyestermat coatedvyittt fire retardant polymer -modified asphalt 'Ad surfaced with mineral granules. Non -woven polyester mat coated with APP modified asphalt and smooth surfaced. Non -woven polyester mat coated with APP modified asphalt and surfaced with mineral granules APP modified cap membrane with a torch grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote". APP modified cap membrane with a torch grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote"". Non -woven polyester mat coated with APP polymer -modified asphalt and surfaced with colored mineral granules. ASTM D6222 Non -woven polyester mat, coated with fire retardant asphalt modified bitumen membrane with granule surface. .NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 3 of 30 . •. . . . ASTM D6222 surfaced. .. . . . . Product Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR Ruberoid®EnergyCap' 30 FR SBS Membrane Ruberoid® Dual FR Topcoat® Elastomeric Roofing Membrane Topcoat® MB Plus Topcoat® Surface Seal SB FireOut'" Fire Barrier Coating VersaShield® Fire -Resistant Roof Deck Protection MIAMI OADE COUNTY APPROVED Dimensions 1-meter (39.37") Wide 1 meter (39.37") Wide 1 meter (39.37") Wide 1 meter (39.37") Wide 39.37" (1 meter) Wide 1, 5 or 55 gallons 5 or 55 gallons 5 gallons 5, 55 gallons 42" x 100' rolls Test Specification ASTM D6163 ASTM D6163 ASTM D6163 ASTM D6163 • ASTM D6162 ASTM D6083 Proprietary ASTM D6083 Proprietary ASTM D226 Product Description SBS modified asphalt base sheet reinforce with a glass fiber mat Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Non -woven polyester and fiberglass mat " coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. •• • • • An acrylic, waterbased elastonteric' membrane system designed to;pi+gtEct various types of r88fiil 'surfaces Water based, low V0t primer p§94 to block asphalt ble • t y • Solvent based sprayable•thermoplastic rubber sealant designed to protect aid restore aged roof 41fi'1$Ces and to ihcrease a roofs reflectivity. ' Low VOC, water-bned Fire barrier coating. • •• • Non -Asphaltic, fire resistant fiberglass - based underlayment: NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 4 of 30 . • • . . • • • • APPROVED INSULATIONS: Product Name EnergyGuard' Polyiso Insulation EnergyGuard' RA Polyiso Insulation EnergyGuard' RN Polyiso Insulation EnergyGuard" Perlite Recover Board EnergyGuard' Perlite Roof Insulation EnergyGuard'' RA Composite Polyiso Insulation Str.ictodek® High Density Fiber Board Securock® Gypsum -Fiber Roof Board APPROVED FASTENERS: Fastener Number Product Name 1. Drill -Tee #12 Fastener 2. Drill -Teel' #14 Fastener 3. Drill-Tee'XHD Fastener 4. Drill -Tee' AccuTrac® Flat Plate 5. Drill-Tec"" ASAP 3S 6. Drill-Tec"" AccuTrac® Recessed Plate 7. Drill -Tee' 3" Steel Plate 8. Drill -Tee' 3" Standard Steel Plate MIAMP DADE COUNTY APPROVED Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite roof board Polyisocyanurate/wood fiberboard or perlite composite High density wood fiber Gypsum board Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF Blue Ridge FiberBoard, Inc. United States Gypsum Corp. TABLE 3 Product Description Dimensions Carbon steel fastener used Various in steel or wood decks. Carbon steel fastener used Various in steel, wood or concrete decks. Carbon steel extra heavy Various duty fastener used in steel decks. AZ -SS aluminized steel 3" x 3" plate for use with Drill- Tec' #12 Fastener, Drill- Tec"' #14 Fastener and Drill -Tee' #15 Fastener. Drill -Tee' #12 fastener Various with Drill -Teel' 3" Standard Steel Plate. Galvalume Steel plate for 3" x 3" use with Drill -Tee' fasteners. Round galvalume steel stress plate for use with Drill-Tec' fasteners. Round galvalume plated steel stress plate with reinforced ribs for use with Drill -Tee' fasteners. 3" 3" • • • .• • .... .. • • .. •• • . "•11Vlanufacturer (%1'1tJ Curren, J A) GAF•••••• . . • • •• GAP • • . • .. •. • • .•• • •. .. GAF GAF GAF GAF GAF GAF NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 5 of 30 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Underwriters Laboratories Trinity Engineering IRT-ARCON Inc. Trinity I ERD N AMFDADE COUNTY APPROVED Test Identifier 3001276 1B9A8.AM 3D4Q2.AM OD1A8.AM R1306 4483.04 97-1 02-005 02-014 01-039 G30250.02.10-2 G30250.02.10-3-R2 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04.11-4-R2 G34140.04.11-5-R3 G40620.07.12-2 G40630.01.14-1 G40630.01.14-2A G40630.01.14-2A-1-R1 G40630.01.14-2B-R1 G40630.01.14-2C G40630.03.14 G43190.03.14-1 G43190.03.14-2 G43190.05.14-R1 G43190.11.13-1 G43610.01.14 G46160.02.15-2D G46160.03.15 G46160.09. 14-2A G46160.09.14-3A G46160.09.14-3B G46160.09.14-3C G46160.12.14-3E G6850.08.08 G6850.08.08-R1 G6850.10.08 G6850.11.08 SC6870.08.14-R1 Description Date FMRC 4470 01/28/99 FMRC 4470 09/04/97 FMRC 4470 04/30/97 FMRC 4470 04/01/98 UL .790 07/22/13 TAS 114 06/06/97 TAS 114 TAS 114 TAS 114 03/01/02 04/08/02 03/01/02 ASTM D6222 11/11/10 ASTM D3909 06/03/15 ASTM D6164 03/p1' M. ASTMD6164 : .•. o1/13Yrr ASTM D6163 ' • • 04/871 f . ASTM D4601 • 6/4/10 1,S ASTM D4897 .... 6/4/2(115 ASTMD6222 ••.•• 07/401,2 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D5147 ASTM D5147 ASTM D5147 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6163 AS'I'M D6163 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6222 ASTM D3909 • •• ••: o1/05M• 01/0/71.4 • 04/10/14 . • o1362.1'5' '•:' : 01/0'N1.4 03/06/14** 03/06/14 03/06/14 05/20/14 11/15/13 01/22/14' 02/03/15 03/11/15. 09/09/14 09/09/14 09/09/14 09/09/14 12/29/14 08/01/08 04/14/11 10/06/08 02/17/09 09/04/14' NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 6 of 30 EVIDENCE SUBMITTED: (CONTINUED) Test Agency PRI Construction Technologies LLC. Momentum Technologies, Inc. MIANN:ADE COUNTY APPROVED Test Identifier Description Date GAF-084-02-01 ASTM D6083 07/08/05 GAF-122-02-01 TAS 139 05/07/06 GAF-245-02-01 ASTM D6083 06/10/10 GAF-276-02-01Rev ASTM E2178 01/04/11 ASTM D6083 GAF-306-02-01 ASTM E96 07/07/11 GAF-31402-01 ASTM D2178 08/23/11 GAF-315=02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500=02-01 ASTM D6083 03/12/14 AX04C9A ASTM D6162 06/05/09 •.. • • • • •••• • • • • •• • •• • • • • • • •• • • • • • •••• •••• • • • • •••• •••• •• • • • • • • •• •• •• • • • • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 7 of 30 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut" Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck (optional) Protection or Securock® Gypsum -Fiber Roof Board. Base sheet: GAFGLAS® #80 Ultima'' Base Sheet, GAFGLAS® Stratavent® Eliminator' Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat -Weld"" Smooth or Ruberoid® SBS Heat -Weld'" 25 mechanically fastened to deck as described below; • • • • '' •••• • • Fastening GAFGLAS® Ply 4, GAFGLAS® FlexPly' 6, GAFGLAS®it/45134e Sh .at•orany Options: of above base -sheets attached to deck with approved annularria thank rtalleand tin caps at a fastener spacing of 9" o.c. at the lap staggered Add 1$ t vo rows •12" o.c. in the field. •• • • • .... (Maximum Design Pressure —45 psf. See General Limita44t1.� •• • q • • •7 • • • • • • • • • GAFGLAS® Ply 4, GAFGLAS F1exPly" 6, GAFGLAS® #''Base Sheet or any of above base sheets attached to deck with Drill -Tee' #12.);astener, Drijl-Te,�T" #14 Fastener or Drill -Tee' XHD Fastener and Drill-Tece' 3" . StQe1 Plate; IfriIl- Tec"' AccuTrac® Flat Plate or Drill -Tee AccuTrac® Recessed Plate installed: 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally • spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® F1exP1yTM 6, GAFGLAS° #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psi: See General Limitation #7) GAFGLAS® #80 UltimaT" Base Sheets, Ruberoid®20, Ruberoid® Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tee #12 Fastener, Drill -Tee #14 Fastener or Drill -Tee XHD Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill-TecT" AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) MIAMI.DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 28 of 30 Maximum Design Pressure: See Fastening Options MIAMFDADE COUNTY APPROVED Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3" inverted Drill -Tee insulation plates at a fastener spacing of 9" o.c. at the 4" (Continued) lap staggered in two rows 9" in the field. (Maximum Design Pressure;-60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-Tec' #12 Fastener, Drill -Teel' #14 Fastener or Drill -Tee' XHD Fastener and Drill -Tee' 3" Steel Plate, Drill-Tec' AccuTrac® Flat Plate or Drill -Tee' AccuTrac® Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Ply Sheet: (Optional except over Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat -Weld Smooth or Ruberoid® SBS Heat -Weld' 25) One or more plied.; • GAFGLAS® Ply 4 or GAFGLAS® F1exPly"" 6 sheet adhered in a full mbppiug of approved asphalt applied within the EVT range and at a rate er2d-401bs./s9., or • • Ruberoid® Torch Smooth torch applied according to manufaettlfer's appltcation • instructions. • Membrane: ,One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, IroofMat : • • APP Modified Granular, Ruberoid® EnergyCap" Torch GrangletR, Ritrerpie • EnergyCap" Torch Plus FR, or Ruberoid® Torch FR torch applied according to • manufacturer's application instructions. • Or • One or more plies of Ruberoid® SBS Heat -Weld" Plus, Rulferotd® SBS ldoat-. . Weld' Plus FR, Ruberoid® SBS Heat -Weld"' 170 FR, Ruberoid® EnergyCap! SBS Heat -Weld"" Plus FR, Ruberoie'SBS Heat=Weld Granule Ruberoid® SBS Heat -Weld' Smooth and Ruberoid® SBS Heat -Weld"' 25 applied according to manufacturer's application instructions. 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. GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap""• BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 • lbs./sq. 3. Topcoat® Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Membrane) or Topcoat® Surface Seal SB applied at 1 to1.5 gal./sq. NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 29 of 30 • • WOOD DECK SYSTEM LIMITATIONS: • 1 A slip sheet is required with GAFGLAS® Ply 4 'and GAFGLAS® FlexPlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" DensDeck® Roof Board or W' 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 Roofmg 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 within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical'attachment. When applied in approved . asphalt, panel size shall be 4' x 4' maximum.. • 4. An overlay and/or recovery board insulation panel is required on all a 1icatioI •over clos Q• • • PP � e c�11 • foam insulations when the base sheet is fully mopped. If no recovery board is used te base slieet shall be applied using spot mopping with approved asphalt, 12" diameter circle§,r44" o.c.; ojsjapp : mopped 8" ribbons in three rows, one' at each side lap and one down the centef pil.14 sheet alhaging a continuous area of ventilation. Encircling of the strips is not acceptable. A 6:break shall' he • '• placed every 12' in each ribbonto allow cross ventilation. Asphalt application' of either system shall be at a minimum rate of12lbs./sq. Note: Spot'attached systems shall be libiiti8:to a maximum '. design pressure of -45 psf.• 5. Fastener spacing for insulation attachment is based on a Minimum Characteristi+.Fotce (F').value of . 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastenerspacing 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 Engineer, 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 Roofmg 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 termination 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 comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers 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 • MANMADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 Home Quick Guide Contact Us UL.com TGFU.R1306 Roofing. Systems See General Information for Roofmg Systems GAF . 1 CAMPUS DR PARSIPPANY, NJ 07054 USA 56. Deck: C-15/32 Incline: %z Base Sheet: o or more plies R1306 . • .. ..• . or""I'1l-013:ly® #75 Base Sheet" or "GAFGLAS® #80 UltimaTM Base Sheet" or "GAFGLAS® • Stratavent® Nailable Venting Base Sheet", mechanically fastened.. •• • • • • • • • Membrane: — "RUBEROID® HW Plus Granule FR" or "RUBERO113gHW Granule FR" or "RUBEROID® EnergyCapTM HW Plus Granule FR" or "RUFWRJ !D® N.\`ptus Granule" or "° U;B " ®t P_a ..bi f A •o , a ey' torch applied. • • • •• • • • • . • • • • .'• • • . , • • • .. • ••. . • . •. Last Updated on 2016-07-21 Questions? Print this page Terms of Use Page Top ©2016ULLLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the' Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2016 UL LLC". MIAM4 COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing LLC. 7575 Irvine Center Drive, Suite.100 Irvine, CA. 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/,era SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction matt:rj41s. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control'Stirti n to be r used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (41J). • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Pvetteat Control 'Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve thotgM•to havprlri3 • • •product or material tested for quality assurance purposes. If this product or material fails to peffbNh in the aetdpted manner, the manufacturer will incur the expense of such testing and the AHJ may immediateMe yoke, modly:or suspend the use of such product or, material within their jurisdiction. RER reserves the right Inigvgke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet thg requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the Floridtpllutlding €od, including the High Velocity Hurricane Zone bf the Florida Building Code. • • DESCRIPTION: Saxony (Shake, Slate, Split Shake) Concrete Roof 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 providedlo 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 renews NOA# 12-0308.25 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 12-0904.12 Expiration Dater 12/16/17 Approval Date: 12/06/12 Page 1 of 8 • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does 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 Applicant Dimensions Specifications Monier Lifetile LLC 1= 16' ' TAS 112 Saxony (Shake, Slate and w = 12-3/8" Split Shake) Tiles— .6" thick Trim Pieces 1 = varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 11.1. Lake Wales, FL. TAS 112 • Product Pi,Descr tt2rl •��• • Flat, interlocking, high previrc extruiled eo.ncretc• • % • • • roof tile equipped with tvG6 rfa11 holes. •Poi•direct • deck or battened nail-on,.moitas or adhesive set ' • • • applications. • • • Accessory trim, concrete itiof pieces Smtsaat hips, rakes, ridges and valley terminations. • • Manufactured for each tile profile. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 1O2(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94-O60A Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 PA 102 (2 Quik-Drive Screws, Battens) 25-7214-1 Static Uplift Testing March, 1995 PA 102 (1 Quik-Drive Screw, Direct Deck) Engineering, Inc. The Center for Applied Engineering, Inc. MIAMI•DADE COUNTY APPROVED NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page2of8 • 2.2 EVIDENCE SUBMITTED: Test Agency The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier 25-7214-5 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631-01 P0402 Project No. 307025 Test #MDC-77 520109-1 520111-4 520191-1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations 129 Test Name/Report Static Uplift Testing PA 102 (1 Quik-Drive Screw, Battens) Wind Tunnel jesting PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shankcails• • • • Wind Driven Rain •• • PA 100 Static Uplift Testing PA 101 •"•'• • • ••• •• Aerodynamic Multiplier.:. • 25-7094 • • 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 25-7183 Two Patty Adhesive Set System Restoring Moment Due to Gravity TAS-112 •••• Static Uplift Testing PA 101 • • • • • •• • Date March', 1995 Dec."1991 Aug. 1994 July 1994 Sy•1993 • .0ct.•1.994 •• • Deep. 1998 ' •••• • • Ivy :rcti 1999 • • • • • ••• • June 2007 •' FOr.ua: y 1996, 'April 1996 • Decernblr 1998 .• • March 1995 April 1999 June 2007 Jan. 2007 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 shall be performed in accordance with TAS 106. 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 Building Code Compliance Office 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 compliance with applicable building code. MIAMI•DADE COUNTY APPROVED NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 3 of 8 • • • 4. INSTALLATION 4.1 Saxony (Shake, Slate and Split Shake) Concrete Roof Tile and its components shall be installed in strict 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 ) Tile Profile Weight-W (Ibf) Length-1 (ft) Width-w (ft) Saxony (Shake, Slate and Split Shake) Tile 11.8 1.375 1.02 .... Table 2: Aerodynamic Multipliers - A (ft3)•• •••••• •• •' . Tile Profile A (ft3) Batten Application .,. •A (ft34•• . • Dirge'Deck Appl;cation :. Saxony (Shake, Slate and Split Shake) Tile 0.185 •••••• `- 02 Q••• :• ••. • • • • •••• • • • •••• . Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)• •••••• Tile Profile 2":12" 3":12" 4":12" 5" :12" 6" :12"•: •: • • 7" :12" or Mgr ter •• • Saxony (Shake, Slate and Split Shake) Tile Battens Direct Deck Battens Direct k, Battens Direct Deck Battens Direct Deck Battens •1;lirEcC Deck Bats •.;Deck Direct: 6.63 7.14 6.56 7.07 )6.47 6.97 6.34 6.83 6.18 6.66 6.02 6.48 MIAMI•DADE COUNTY APPROVED NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4 of 8 • • ••• • • • • • Table 4: Attachment Resistance Expressed'as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony (Shake, Slate and Split Shake) Tile • 2-10d Ring Shank Nails 30.9 38.1 17.2 1-l0d 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 11.6. . .••••24.4 • 1-l0d Smooth or Screw Shank Nail (Field Clip)• 24.3 24'3 • .••.•�4.2 •• • •. 1-lod Smooth or Screw, Shank Nail (Eave Clip) 19.0 MI�' • , • �•.�22.1 . .. 2-l0d Smooth or Screw Shank Nails (Field Clip)E.• 35.5 354.• •. .34.8 •• • •, 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 341•• • • • 32.2 .. • • --• • . • •., Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) .• for Two Patty Adhesive Set Systems Tile Profile . Tile Application `Minimum Attachment Resi nce Saxony (Shake, Slate and Split Shake) Tile Adhesive/ 31.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9.grams. 3MTM 2-Component Foam Roof Tile Adhesive AH-160. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile F Tile Application Minimum Attachment Resistance Saxony (Shake, Slate and Split Shake) Tile 3MTM 2-Component Foam Roof Tile Adhesive AH-160 118.93 3MTM 2-Component Foam Roof Tile Adhesive AH-160 40.44 3 Large paddy placement of 45 grams 4 Medium paddy placement of 24 grams MIAMI.OADE COUNTY APPROVED NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 8 •••• .• • • •••• • ••. • • .•. ••• .• • ••. ••• M1 Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Saxony (Shake, Slate and Split Shake) Tile Mortar Set5 43.9 5 Tile-Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved". a. BORAL-LIFET . ••• • • • • • •••• . • • • •• • •. • • • . • • .. • • •• •• •• ••• BORAL ROOFING LLC, SAXONY TILE (LAKE WALES FL) • • LOCATED UNDERNEATH TILE • • • • • • • • • • • • .• ••.. .• • ••• •• • • • • • • • • • • • • •• 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY APPROVED NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6of8 • •• • • NAIL HOLES 17" PROFILE DRAWINGS 12 3/8" WATERLOCK SAXONY CONCRETE ROOF TILE (SLATE MODEL) SAXONY CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MIAMIOADE COUNTY APPROVED 1 3/10 " (slate 1 5/15 " (sk k . . •.•• • 'bVtRL.AY•• • • • • • • • • • •• . • • • • • • • • •• • • • . • . ••• .. ••• • • • • • •• • • • ••• • ••• . .• NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 7 of 8 SAXONY CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE MIAMI. ADE COUNTY APPROVED .... • • • • •••• • • •• • •. . • • • • • • ••• • • • • • ..:• •••• • • • •• • •... ..•• •• • • • • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • II•• • ••• • • • NOA No.: 12-0904.12 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NO110E Of- AUU'EPlANC'1 (NOA) Tarco Specialty Products, Inc. One Information Way, Suite 225 L ittle Rock, AR 72202 MIAMI514DE COUNTY" PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv 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 have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, Or , • • suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptaltce, • if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply • • • • including the High velocity Hurricane Zone of the Florida Building Code. DE SCRIPTION: Tar co Roofing Membranes and Under layments • • 1• •• • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and follo'ying • 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. 1 ERM INATION 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. 11 any portion of the NOA is displayed, then it shall be done in its entirety. 1NSPEC TION: 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 No. 12-0420.02 and consists of pages 1 through 15. The submitted documentation was reviewed by Alex Tigera. MIAMIDADE COUNTY APPROVED NOA No.: 16016.09 Expiratioti Date: 01/251_' Approval Date: 01/12/17 Page 1 of 15 •••• •• •••• •• • • • • • • •••• • • •••• •• • • • • •• • • • • • ••• • • • •• ROOFING COMPONENT APPROVAL Category: Roofing Subtegorv: Underlayment Material: Asphalt, SBS, Polyester SCOPE: This acceptance is for Tarco Roofing Membrane and Underlaytnents, for use with approved prepared roof assemblies where the applicable TAS/ASTM specific underlayment is specified and installed with prescribed approved adhesives, fasteners and fastener densities, as described in this Notice of Acceptance; designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. 1 RADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product 30 ASTM Specification Felt Manufacturi ng Location 41 & #2 EasyL ay Manufacturi ng Location #2 Fiberglass Mineral Surfaced Roll Roofing Manufacturi ng Location 41 ASTM Organic Tile Underlayment Manufacturi ng Location 41 EasyMop SBS Manufacturi ng Location #1 MIAMICADE COUNTY APPROVED Dimensions Test Specification 3' x 72" rolls ASTM D226 Type II Product Description Asphalt saturated felt underlayment •••• • • • • •••• • •. • • •• • ••' • • • • • • •• • • 3' x 133' 4" rolls ASTM D226 Type II Sheet material comprising a polyester • •••• •••• • • • • • substrate coated with bituminous coating fcit• • •••• use as an underlayment in roofing • • • applications. Designed as a shingle andgt tal• • • • • • • • e roofing underlayment and for use in tile • • • roofing •assemblies when used with an • • • •• approved TAS 103 tile underlayment cap • • • • sheet. • • •• •• • ••• • • 3' x 36'rolls ASTM D3909 3' x 36'rolls ASTM D638O 'Type II 3' x 36'rolls TAS 104 Mineral surfaced glass fiber reinforced, asphalt coated roll roofing for hot mop or cold process application. Asphalt saturated granular,surfaced felt underlayment for hot mop application. Granular surfaced polyester reinforced. SBS modified bituminous membrane for hot mop or cold process application. Designed as a tile roofing underlayment. NOA No.: 16Q 16.09 Expiration Date: 01/25/22 Approval Date: 01/12/17 Page 2 of 15 • • •• NR500HT Manufacturing Location #3 MIAMI DARE COUNTY APPROVED . Fast90 3' x 36rolls TAS 103 Manufacturing' ASTM D249 Location #1 ASTM D6380 PS200HT Manufacturing Location #1 & #2 3' x 66'8" rolls Granular surfaced, asphalt -impregnated organic felt reinforced, bituminous sheet material with a self-adhesive bottom layer. for use as an underlayment in sloped roof assemblies. Designed as a tile roofmg underlayment. TAS 103 Fabric surfaced, fiberglass reinforced. SBS ASTM D1970 modified bituminous sheet material with a self-adhesive bottom layer. for use as an underlayment in sloped roof assemblies. Designed as a shingle, tile and metal roofing underlayment. PS200MU 3' x 66'8" rolls ASTM D1970 Film surfaced, fiberglass reinforced, SBS Manufacturing modified bituminous sheet material with a Location #1 #2 •' self-adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as a metal and shingle roofing • underlayment. •• • • M S 300 6 3' x 66'8" rolls ASTM D1970 Fine granular surfaced, fiberglass rein a• • 3' x 33'4" rolls bituminous sheet taterial with a self-adbrs3ve • Location #1 & #2 bottom layer, for use as an underlaymettt fit. . • sloped roof assemblies. Designed as au • • • and water shield, and a shingle roofing• • • . • • underlayment. SS400 3' x 66'8" rolls • ASTM D1970 Smooth surfaced, fiberglass reinforced.. • • Manufacturing 3' x 33'4" rolls bituminous sheet material with a self-adhesive• Location #1 & #2 bottom layer, for use as an underlayment in • sloped roof assemblies. Designed as an ice and water shield and a shingle and metal roofing underlayment. 3' x 66'84 rolls ASTM D1970 Film surfaced, non -reinforced, bituminous sheet material with a self-adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as an ice and water shield, and a shingle and metal roofing underlayment. VOA No.: 16016.09 Expiration Date: 01!25!22 Approval Date: 01/12/17 Page 3of15 •. • • • • • • • • • •• • • • • - •• • :••• - • •••- •• • • • • • • • • • • • - • •• • • • • • • • MANUFACTURING LOCATION: 1. 3. Greencastle, PA Belton, TX Coshocton, OH EVIDENCE SUBMITTED: Test Agency Atlantic & Carribean Roof Consulting, LLC PRI Asphalt Technologies Trinity I ERD IRT-Arcon MIAMI•DADE COUNTY APPROVED Test Identifier ACRC06-013 TOT-003-02-01 TOT-029-02-01 TOT-030-02-01 TOT-041-02-01 TOT-042-02-01 T3580.10.06-2 T3580.10.06 T30160.08.09-R 1 T10550.07.08 T32530.08.10 T33190.08.10 T43930.09.13-R2 T40790.04.12 T40780.04.12 T37610.07.11 IRT07-0006 IRT 07-0036 IRT08-0002 Test Name/Report TAS 103 ASTM D226 Type II TAS 110, ASTM D249 & D 6380 TAS 110, ASTM D249 & D 6380 TAS 110, ASTM D226 Type II ASTM D4798 & ASTM G155 TAS 103 TAS 103, ASTM D6380 ASTM D1970 ASTM D4798 & ASTM D1970 ASTM D1970 TAS 103 TAS 104 ASTM D6380 ASTM D3909 TAS 114-D ASTM D1970 ASTM D1970 ASTM D1970 Date 06/14/06 08/22/02 07/05/05 07/05/05 05/24/06 05/22/07 10/=6/06. Ioil vQ6 i 10/l �C/1j Q • • 07/3 0/08 08/17/10 08/8g/14 • • 09/1 fit ' 04/Qm •: 04/Qe/ 11' 074 MM L' : 07/j1/07,'. 02/2DA8 • 02/22/08 NOA No.: 16016.09 Expiration Date: 01/25/22 Approval Date: 01/12/17 Page 4of15 ..•• • . • • • • •• • • . • •• • • • • • • . • • • • •. • • • . •• • • • • • ••• • • • APPROVED ASSEMBLIES 1#ASTM SPECIFICATION FELT: Deck Type: See Installation Requirements and General Limitations below. Deck Description: See Installation Requirements and General Limitations below. System E (1): See Installation Requirements and General Limitations below. INSTALLATION KEQUIRE MENTS —3Wit ASTM SPECIFICATION 1�ELT: 1. 30# ASTM Specification Felt shall be installed in strict compliance with applicable Building Codes Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA)when installing 30# Felt. 3. During installation of 30# Felt, comply with Occupational Safety and Health Administration (OSHA) safety standards; use cotninon sense measures and adequate safety precautions to prevent accidents. 4. 30# ASTM Specification Felt shall be installed with a minimum 4" end lap in a shingle layer fashion and fastened as required by applicable system assemblies NOA or FBC 15182. GENERAL LIMITATIONS-30# ASTM SPECIFICATION EEL T: 1. 2. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory %r fire ratings of this product. • • • . • This acceptance is for prepared roofing applications. Minimum deck requiretnents shall be in compliance vgiLlt applicable building code. 3. 30# ASTM Specification Felt may be used with any approved roof covering Notice of Acceptance listing ASTM D226 Type II felt as a component part of an assetnbly in the Notice of Acceptance.• • • 4 All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code dQ r: Rule 6IG20-3 of the Florida Administrative Code. • • • • . •• . . MANMADE COUNTY APPROVED NOA No.: 16E116.09 Expiration Date: 01/25/72 Approval Date: 01/12/17 Page 5of15 •.•• • • •••. •• • •• • • • • • • . . .... •. • . • . .. . • . • • • • • • APPROVED ASSEMBLIES LIASYLAY: Deck Type 1: Deck Description: System E (2): Anchor Sheet: Fastening: Surfacing: Wood, Non -insulated i9/31" or greater plywood or wood plank Anchor sheet mechanically fastened to deck. One or more plies of EasyLay underlaytnent, with a minimum 4" wide side lap and a mininuun 8" wide end lap, mechanically fastened to deck. Approved nails and tin caps 6" o.c. within lap and two equally spaced staggered rows 12" o.c. in the field (for Anchor/Base sheet).. Approved Roof Assemblies in lieu of FBC perscribed ASTM D 226 Type II felt INSTALLATION REQUIREMENTS DASYLAY: 1. EasyLay shall be installed in strict compliance with applicable Building Codes. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing EasyLay. • 3. During installation, comply with Occupational Safety and Health Administration (OSHA) safety standards use common sense measures and adequate safety precautions to prevent accidents. • 4. EasyLay shall be acceptable for use with asphaltic shingles, wood shakes and shingles, quarry slate, tile �ptj. metal roofing assemblies. • 5. Re -fasten any loose decking panels, and check for protruding nail heads prior to the application ofEas}t .• •. 6. Place a full width piece of EasyLay, parallel to the eave (low) edge of the roof. • • • • • 7. Unroll EasyLay 2 to 3 feet, with the lay lines facing up, and position the end of it to the edge of the eave and ' .• rake. • • • • •• • 9. Pull, straighten and align the sheet so that any wrinkles are eliminated and the sheet is even with the eave edge. 10. EasyLay shall be fastened with approved roofing nails and tin caps or approved cap nails, driven by hand or pneumatically, spaced 6" o.c. at all laps in the center of the seam area, and two staggered rows fastened 12" o.c. in the field of the sheet. 11. When installing nails, apply so that the head of the nail is flush with' the EasyLay surface, without cutting into the EasyLay surface. 8. Install a few fasteners at the top, near the rake, and roll out the sheet to a manageable length. 12. Fastening shall be done from the top to avoid walking or kneeling on unsecured sheet. 13. Continue on to the end of the substrate and fasten down. 14. Align the next roll over the preceding sheet so as to form a minimum 4" overlap. 15. Then install the just placed sheet, per instructions above. 16. The bottom of the second course of EasyLay shall lay on top of the first course so that any water will flow over the top of EasyLay. 17. Apply subsequent sheets in the same manner, with 4" side laps and 6" end laps over the preceding sheets. 18. When the top course is reached, lap about 6" of EasyLay over the ridge. MIAMI.DADE COUNTY APPROVED NOA No.: 161'16.09 Expiration Date: 01/25/22 Approval Date: 01/12/17 Page 6 of 15 •.•• • • .•• • .• • • • . •• • • • • • • • • • • • • •• • • • • •• • • • • • ••• • • • •• 19. • Install EasyLay a minimum of 6" up any vertical surfaces. 20. Stagger the end laps a minimum of 18" from the preceding course. 21. After installing EasyLay on the field of the roof, install drip edge at the eaves (if used). 22. When applying EasyLay in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in each direction. Make sure there are no rips or large wrinkles in the EasyLay. 23. Before applying horizontal sections of EasyLay, install a vertical length of EasyLay down the center of the val ley. 24. Several sections of EasyLay can be used, but be certain to overlap the higher sections several inches so any water will flow over the top of the sheet. 25. EasyLay underlayment in the valley areas must be covered with code prescribed metal or other approved valley lining material. F 26. Apply a minimum 1/16" thick uniform layer of SBS trowel grade modified flashing cement to water proof, r areas of EasyLay where any cuts or tears have occurred. Seams or joints may require the application of an SBS trowel grade modified flashing cement. 27. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current •... Product Control Notice of Acceptance and applicable Building Code. • • • . • • GENERAL LIMITATIONS LASYLAY: •' • •• . • • • 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory'ii tfte • • • ratings of this product. • • • • • • • • • • • 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in con liance'v i • • • • • • • . • applicable building code. • • • • • • • • 3. EasyLay shall be applied to a clean and dry surface. •• • • • 4. EasyLay shall not be torched or hot mopped to. Refer to manufacturer's published literature for additiorfal • • • • • • • information. • • • • 5. • • EasyLay shall not be used on slopes less than 2:12, unless the slope is acceptable to the weather resistant • • • covering. In.generaL on scopes less than 4:12, a double layer ofEasyLay is recommended. Double layer application is best achieved by using 19" side laps, making sure the side laps are `shingled in' to shed water. • 6. When installing EasyLay, the roof system must include proper ventilation. 7. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval ofEasyLay with specific prepared roofing products. EasyLay may be used with any approved roof covering Notice of Acceptance listing ASTM D 226 Type 11 felt as a component part of an assembly in the Notice of Acceptance. 8. 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. 9. EasyLay shall not be left exposed for longer than 30 days after, application. 10. The manufacturer reserves the right to change product exposure period at any time; not to exceed the preceding maximum time limitations. NOA No.: 16016.09 Expiration Date: 01/25/22 Approval Date: 01/12/17 Page 7 of 15 • • • • • • •• APPROVED ASSEMBLIE S FIBERGLASS MINERAL SURFACED KOLL ROOFING: Deck Type: See Installation Requirements and General Limitations below. Deck Description: See Installation Requirements and General Limitations below. System E (3): See Installation Requirements and General Limitations below. INSTALLATION REQUIREMENTS —FIBERGLASS MINERAL SURFACED ROLL ROOFING: 1. Fiberglass Mineral Surfaced Roll Roofing may be used with any approved roof covering Notice of Acceptance listing Fiberglass Mineral Surfaced Roll Roofing as a component part of an assembly in the Notice of Acceptance or wherever a ASTM D3909 roof membrane is specified and installed with prescribed approved asphalt, adhesives, fasteners and fastener densities per applicable FBC requirements. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofmg Contractors Associations (NRCA) when installing Fiberglass Mineral Surfaced Roll Roofing. 3. During installation of Fiberglass Mineral Surfaced Roll Roofing. comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to' prevent accidents. GENERAL LIMITATIONS — FIBERGLASS MINER 1. Fire classifications is not part of this acceptance; refer ratings of this product. 2. This acceptance is for prepared roofing applications. applicable building codes. 3. AL SURFACED ROLL ROOFING: • • • • • to a current Approved Roofing Materials DirectoryQr•firg• • Minimum deck requirements shall be in compliance with►. . ••••• All products lised herein shall have a quality assurance audit in accordance with the Florida Building Codbnr9• • Rule 61G20-3 of the Florida Administrative Code. • • • • • MIAMI•DADE COUNTY APPROVED • • • • • • • • • • •• • • NOA No.: 16Q 16.09 Expiration Date: 01/25/22 Approval Date: 01/12/17 Page 8 of 15 • • • • • • •••• •. . • • • • • • • • • • • .• • • • • • • • • • • • • • • • APPROVEDASSEMBLIES—AS1M ORGANIC TILE UNDERLAYMENT: Deck Type: See Installation Requirements and General Limitations below. Deck Description: See Installation Requirements and General Limitations below. System E(4): See Installation Requirements and General Limitations below. INSTALLATION KEQUIREMENTS —AS l M ORGANIC TILE UNDERLAYMENT: 1. ASTM Organic Tile Underlayment may be used with any approved roof covering Notice of Acceptance listing ASTM Organic Tile Underlayment as a component part of an assembly in the Notice of Acceptance or wherever a ASTM D6380 roof membrane is specified and installed with prescribed approved asphalt, adhesives, fasteners and fastener densities per applicable FBC requirements. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing ASTM Organic Tile Underlayment. 3. During installation of ASTM Organic Tile Underlayment, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 7 GENERAL LIMITATIONS—ASTM ORGANIC TILE UNDE RL AYMENT : 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building codes. 3. A11 products lised herein shall have a quality assurance audit in accordance with the Florida Building Cociaaiid • Rule 61G20-3 of the Florida Administrative Code. MIAMI•DADE COUNTY APPROVED • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• •• •• • • • • • • • • • • • • • • • •• • • • • • NOA No.: 16016.09 Expiration Date: 01/25/22 Approval Date: 01/12/17 Page 9 of 15 APPROVED ASSEMBLIES — EASYMOP SBS: Deck Type 1: Deck Description: System E(5): Wood, Non -Insulated Minimum 19/32" plywood, wood plank Anchor sheet mechanically fastened to deck membrane adhered with hot asphalt or approved adhesive. AnchorBase Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" wide side lap and a minimum 8" wide end lap, mechanically fastened to deck. Fastening: Approved nails and tin caps 6" o.c. within lap and two equally spaced staggered rows 12" o.c. in the field (for Anchor/Base sheet only): Membrane: EasyMop SBS applied to Anchor/Base Sheet with hot asphalt or with approved adhesive as specified in RAS 118, 119 or 120. (See #13 in Installation Requirements for back nailing) Surfacing:- Approved Roof Assemblies as specified below. INSTALLATION REQUIREMENTS — F.ASYMOP SBS: 1. Tarco EasyMop SBS shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing EasyMop SBS. During installation, comply with Occupational Safety and Health Administration (OSHA) safety standacds,use.• common sense measures and adequate safety precautions to prevent accidents. ri 4.EasyA4op SBS shall be �„ acceptable ....a__, - r fastenedor mechanically • applications. 5. Re -fasten any loose decking panels, and check for protruding nail heads prior to the application of EasyMeo n� SBS. .••••• . • 6. EasyMop SBS shall not be adhered directly over any pre-existing roof membrane. • • • • ••. • • All approved substrates are to be"clean, dry and free of any loose debris or moisture prior to the applicatrDn of the EasyMop SBS. Refer to applicable building codes prior to installation to verify acceptable substrates. • 8. Prime all metal collars, flashing, valleys, liner, drip edge and concrete deck substrate with ASTM D 41 priltler. • 9. Applicator may cut EasyMop SBS into sections for workability and allow to relax prior to application. 10. Place EasyMop SBS over metal drip edge in accordance with RAS 111. 11. Install the first course of EasyMop SBS parallel to the eave edge. 12. It is recommended that end laps be staggered a minimum of 18" from the preceding course. 13. EasyMop SBS shall be back nailed along the head lap. The nails shall be, 11 gauge 11/4" approved ring shank type applied with a minimum of a 15/s" approved tin cap or approved capnail as required per the High Velocity Hurricane Zone (HVHZ) section of the FBC, at a minimum rate of' 12" o.c. The head lap of the preceding layer of wnderlaytnent is to cover the area being back nailed. 14. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 15. Vertical strapping of EasyMop SBS membranes is acceptable. MIAM I: ADE COUNTY APPROVED NOA No.: 165316.09 Expiration Date: 01/25/22 Approval Date: 01/12/17 Page 10 of 15 •.•• • • • • • • .. . • • • .• • • • • • • • • • • • • .• • •• • •. • • • • • • •� • • • •.• • • • .• • • • , • (JENERAL LIMITATIONS — LASYMOP SlES: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Tarco EasyMop SBS shall not be installed when any form of moisture such as water, dew, rani, etc. is present on the substrate. 4. Tarco EasyMop SBS are to be applied to a smooth, clean and dry surface, with the deck free from irregularities. 5. Ensure roof has positive drainage prior to installation of Tarco EasyMop SBS. 6. Tarco EasyMop SBS shall not be applied over a pre-existing roof membrane or system. 7. Care should be taken during the loading procedure to keep foot traffic to a minimum and avoid dropping the roof covering directly on the underlayment. 8. All tiles shall be staged (two tiles perpendicular to slope, four tiles on top parallel to slope) as per manufacturer's requirements, not to exceed 6-high, to the standard maximtun roof pitch of 5 :12 for flat tiles and 6 :12 for lugged tiles (See Tile Staging Method diagram below). At roof slopes greater than the above limitations, the use of loading battens or toe boards are required to load the roof tile. Tile Staging Method Front View staged Tiles (Slope --0) • ' • • Side View aged Tiles (Slope j) 9. The manufacturer reserves the right to change the tile staging method at any time as well as the ntunber oftiles • stacked, not to exceed the preceding maximum number of tiles limitation. • • 10. Tarco EasyMop SBS shall not be left exposed as a temporary roof for longer than 180 days after application ' •• • The manufacturer reserves the right to change product exposure period at any time; not to exceed the preceding maximum time limitations. 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of Tarco underlayments with specific prepared roofmg products. Tarco EasyMop SBS may be used with any approved roof coverings Notice of Acceptance listing Tarco EasyMop SBS or TAS 104 standard as a component part of an assembly in the Notice of Acceptance. If Tarco EasyMop SBS or the TAS 104 standards are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the product, wind uplift resistance, and fire testing results. 12. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. • • • •• • .••.•• .•r • .•••.• • • • • • . •• MIAMIDADE COUNTY APPROVED • • • • • NOA No.: 161E16.09 Expiration Date: 01/25121 Approval Date: 01/12/17 Page 11of15 • .•• • • ••.• •. • • . • •• • • • • • •... •. • • • • .• • •• • • • • • • • • ' • • •.. • • . •• • • • • APPROVED ASSEMBLIES— 1ARCO SELF 1 iHERED UNDE RL AYME NT S Deck Type I: Wood Non -Insulated Deck Description: Minimum 19/32" plywood, wood plank System E (6): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 3: Deck Description: System F(1): One or more plies of ASTM D226 Type II, ASTM D2626, or EasyLay underlayment, with a n>itnmutn 4" wide side lap and a minimum 8" wide end lap,` mechanically fastened to deck. Approved nails and tin caps 6" o.c. within lap and two equally spaced staggered rows 12" o.c. in the field (for Anchor/Base sheet only). All Tarco self -adhered membranes applied to approved Anchor/Base Sheet. (See #15 in Installation Requirements for back nailing) Approved Roof Assemblies as specified below. Concrete, Non -Insulated Structural concrete or concrete plank min. 2500 psi Membrane self -adhered to concrete deck. Anchor/Base Sheet: None. •• • •••• Deck Preparation: The concrete deck shall be clean and dry and cured for a minimum of 28 days •• • • • • • • • • •• • •• • • • • Fastening: Membrane shall be back nailed with approved concrete fasteners and 15/8" approved tin • • • • • • • • caps at a maximum spacing of 9" o.c. at the head laps and be covered by the preceding... • •• • • •• layer. No back nail fasteners or tin caps shall remain exposed). •••• • • • • • • • • • Membrane: Tarco PS200HT self -adhered membrane applied directly to concrete deck. • • • •' • • •• • • • • (See Fastening above for back nailing) • • • Surfacing: Approved Roof Assemblies as specified below. • • • • •• • • • • • MIAMIDADE COUNTY APPROVED NOA No.: 1661 16.09 Expiration Date: 01/25/22 Approval Date: 01/12/17 Page 12 of 15 1NST,ALLATION REQUIREMENTS — l ARCO SELF amHERED UNDERLAYMENTS: 1. Tarco self adhering underlayments shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing Tarco self adhering underlayments. 3. During installation, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 4. Fast90 and PS200HT shall be acceptable underlayments for mechanically fastened roof tile and adhered roof tile applications. MS300 and SS400 shall be acceptable underlayments for asphaltic shingles, wood shakes and shingles, and slate or simulated slate roof assemblies. PS200Mu and NR500HT shall be acceptable underlayments for asphaltic shingles. wood shakes, shingles, and metal roof panel assemblies. 5. Re -fasten any loose decking panels, and check for protruding nail heads prior to the application of the Tarco self adhering underlayments. 6. Tarco self adhering underpayments shall not be adhered directly over any pre-existing roof membrane. 7. All approved substrates are to be clean, dry and free of any loose debris or moisture prior to the application of the Tarco self adhering underlayments. Refer applicable building codes prior to installation to verify acceptable substrates. 8. Prime all metal collars, flashing, valleys, liner, drip edge and concrete deck substrate with ASTM D 41 primer, water based acrylic or water based polymer modified primer. 9. Contractor may cut the underlayments into sections for workability and allow to relax prior to application. 10. Place the underlayments over metal drip`edge in accordance with RAS 111. 11. Install the first course of unnderlayment parallel to the eave edge. 12. Apply the underlayment, working from the center of the material continuously to the ends of the sheet (Half off • the length of the sheet is the center); taking care to avoid wrinkles and ridges. • • • 13. Remove the underlayments release fihn rapidly in a continuous fashion. Ensure the bottom adhesive sidg g • • the membrane does not adhere to its self. In the event this transpires,separate the two layers immediately.... After some time, it may become impossible to do so without damaging the material. •• 14. It is recommended that end laps be staggered a minimum of 18" from the preceding course. •••• 15. Underlayments are to be back nailed along the head lap. The nails shall be, 11 gauge 11/4" approved ring cltank• • type applied with a minimum of a 1 `/s" approved tin cap or approved capnail as required per the High Valooit : Hurricane Zone (HVHZ) section of the FBC, at a minimum rate of 9" o.c. The head lap of the preceding layer .41 of u nderlayment is to cover the area being back nailed. • • 16. Roll or broom the entire membrane surface paying special attention to all overlap areas "side laps, end lapt,•T--• joints" to ensure adhesion with acceptable substrates. A minimum of a 28 lb weighted roller may be used for steep slope applications. The use of a soft bristled push broom is acceptable on steeper slopes. The above . mentioned procedures are necessary in order to apply uniform pressure and allow for contact of the membranes. 18. Tarco self adhering underlayments shall be applied to protrusions, slope changes, valleys, curbs, and other roof top penetrations before any other sections of the roof. 19. When applying underlayments in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in each direction. 17. Apply'/8" thick uniform layer of SBS trowel grade modified bitumen asphalt adhesive / flashing cement throughout the contact area of the 6" granule over granule and fabric over fabric end laps. Once the aforementioned procedure has been completed, the membrane must then be hand rolled in place in order to ensure contact of membrane and achieve a minimum of 1/8t" asphaltic bleed out in designated area. MIAMI•DADE COUNTY APPROVED NOA No.: 16Q 16.09 Expiration Date: 01/25/22 Approval Date: 01/12/17 Page 13 of 15 •••• • • •••• •• • • • • •• • •� • • • •••• • • • • •••• •• • • • • •• • • • • • • • � • • • ••• • • • • • •• 10. All tiles shall be staged (two tiles perpendicular to slope, four tiles on top parallel to slope) as per manufacturer's requirements, not to exceed 6-high, to the standard maximum roof pitch of 6 :12 for flat tie • •' . • • •' • • • • •'••• ••••• audio :12 3. 2]. 20. For ridge applications, center the underlayineut and roll from the center outward in both directions. • Flash vent pipes_ stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 22. All protrusions or drains shall be initially taped with a 6" piece of like kind membrane. The flashing tape shall be pressed in place and fonned around the protrusion to ensure a tight fit. A second layer of like kind membrane shall be applied over the flashing detail. 23. Vertical strapping of Tarco self adhering membranes is acceptable. GENERAL LIMITATIONS— 1 ARCO SELFMHERED UNDERLAYMENTS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of tliis product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in cornpliance with applicable building code. Tarco self adhering underlayments shall be applied only when material interface temperatures are 40° F and rising. 4. Tarco self -adhered underlayments shall not be installed when any form of moisture such as water. dew, rain, etc. is present on the substrate. 5. Tarco self -adhered underlayments are to be applied to a smooth. clean and dry surface, with the deck free from , irregularities. 6. Ensure roof has positive drainage prior to installation of Tarco self -adhered underlayments. 7. Tarco self -adhered underlayments shall not be applied over a pre-existing roof membrane or system. 8. After installation of Tarco self -adhered membranes, wait a minimum of 48 hours before roof loading of tilts. •• • • • • • • • 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and avoid dropping the,• • • • •• • • • roof covering directly on the underlayment. • •• • • •• • • • • • for lugged tiles (See Tile Staging Method diagram below). At roof slopes greater than the above limitations, the use of loading battens or toe boards are required to load• the roof tile.• • • • Tile Starting Method Front View staged Tiles (Slope --�) MIAMI.OWDE COUNTY APPROVED • • • • • Side View Staged Tiles (Slope j) NOA No.: 16016.09 Expiration Date: 01/25/22 Approval Date: 01/12/17 Page 14of15 •• • • • • •• • • • • • • • • • • • • • • 11. • The manufacturer reserves the right to change the tile staging method at any time as well as the number of tiles stacked, not to exceed the preceding maximum number of tiles limitation. 12. EasyLay, PS200Mu, MS300. SS400, and NR500"T shall not be left exposed as a temporary roof for longer than 30 days after application. PS200HT shall not be left exposed as a temporary roof for longer than 120 days after application. Fast90 shall not be left exposed as a temporary roof for longer than 180 days after application. The manufacnser reserves the right to change product exposure period at any time; not to exceed the preceding maximum time litnitations. 13. NR500"T is notrecommended for extreme high temperature environments such as under copper or zinc metal roofing. 14. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of Tarco underlayments with specific prepared roofing products. Tarco self -adhered underlayments may be used with any approved roof coverings Notice of Acceptance listing'Tarco self adhering underlayments or the ASTA-I standard which the self adhering underlayments meet as a component part of an assembly in the Notice of Acceptance. If Tarco self -adhered underlayments or the ASTM'standards are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the product, wind uplift resistance, and fire testing results. 15. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MANUFACTURER"S CONSIDERATIONS: 1. When using Fast90 and PS200HT in tile roofing applications, use of loading battens or toe boards on roof sjope4 • • greater than 6:12 and higher is recommended. When using EasyMop SBS in tile roofing applications, use of • • loading battens or toe boards on roof slopes greater than 5:12 for Flat Tiles and 6:12 for Lugged Tiles and'hlgltf • is recommended. { 2. Code body requirements supersede manufacturer's reconunendations and installation guidelines. • • • • • • BUILDING PERMIT REQUIREMENTS: • • • • • • •• .• Application for building pennit shall beaccompanied 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 e'Iluate. the installation of these materials. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below.- MIAMI•DADE COUNTY APPROVED END Of 1HIS ACCEPIANCL NOA No.: 16U 16.09 Expiration Date: 01/25/22 Approval Date: 01/12/17 Page 15 of 15 • • • • • • • • • • .• . • . • •• . • •� • • • • • • • • • • •• • • •. • • • • •• • • • • • • • • . • • • • • •• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION Nl)I ICL: UlACCLI'IANCL (INOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami. Florida 33175-2471 T (786)315-2590 F (786) 315-2599 rvw w.mlamldade.Qov/economy 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 (hi Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perfoml in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately, revoke, modify, or suspend the use of such product or material within 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 the applicable 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: ICP Adhesives Polysets AH-160 • • • . . •• • LABELING: Each unit shall bean a permanent label with the manufacturer's name or logo, city, state and fojlglv2r 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 ciiange in the applicable building code negatively affecting the performance of this product. • •; • •; •• •• I'ERMIINATION of this NOA will occur after the expiration date or if there has been a revision or•change tif Qib; materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any prodtict, for' sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section df this NOA shall be cause for termination and removal of NOA. y • • ADVERTISEMENT: The NOA nurnber 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 subtirted documentation was reviewed by. Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 •.. • • • ..•• •. • • • . .. . • • • • • • • • • • • •• • • • • •. • • • • • •.. • • . •• KOOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives Polysett 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 lugh profile roof tile systems using ICP Adhesives Polysett AH-160. ICP Adhesives Foam Dispenser RTF1000 IC'P Adhesives ProPackt N/A Dispensing Equipment 30& 100 PRODUCTS 1.'1ANUFACTURED BY APPLICANT: Product Dimensions Test Product Descriptlon Specifications IC'P Adhesives N/A .!AS 101 Two component polyurethane loam adhesive N/A Dispetising Equipment PRODUCTS MANUFACTURED BY OTHERS: •• •' • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attativtnettt• resistance values with the use of ICP Adhesives Polysett AH-160 roof tile adhesive. ' MANLT'AC:TURING LOCATION: 1. Tomball; TX. PHYSIC.4.L PROPERTIES: Property Density `Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability 'Closed Cell Content Note: Test ASTM D 1622 ASTM D 1621 ASTD4 D 1623 ASTM D 2127 `ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbsJft.' 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 @ -40° F., 2 weeks +6.0% Volume Change @158°F , 100% Humidity, 2 weeks 86% •••. • • ..•. • • • • • • • • •• •• • • . • The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturtng variation. MIAMI-DADE COUNTY APPROVED • . . .. • NOA No.: 17-1 322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 • .•• • • • • • • •• . • • • • • • • • • • • • • • •• • • . • •• • • • • • • • • • • •• EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering ' #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 Polymers Division 02/01/94 Ramtech Laboratories. Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b 1 �) ASTM E 84 01/16!95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 ' TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 . • •• • 520109-1 TAS 101 12/28/98 • • • 520109-2 • 520109-3 520109-6 •••• 520109-7 '••••' 520191-1 TAS 101 03/02/99 • 520109-2-1 LIMITATIONS: •• •• • • • • • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. • • • • • • • 2. ICP Adhesives Polysett AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum tnnderlayment,shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyseta 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 61 G20-3 of the Florida Administrative Code. MIAMIDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 •••• • • • • • • • •• • • • • • • •• • • • • • • • • • • .••• •• • • • •• • • • • • • • • • •• • • • •• I NS.TALLATION: 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 Polyseta AH-160. 2. ICP Adhesives Polyseta 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 Polyseta AH-1 60 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 attaclunent 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. histallation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants. Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. C alibratioii of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polysetr AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPacle 30 & 100 dispensing equiprent only. 7. ICP Adhesives Polyset° AH-160 shall not be exposed permanently to sunlight. 8. Tiles mist be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyseta 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. ; • • • • • • • • •• • •• • • • • • • •• • MIAMI•DADE COUNTY APPROVED • • • • •••• • • • • • • • • • • • • • • • • • • • • •• •• • • • • •• • • • • •• ,• • • • • • • •• • • • • • • • • •• • ••• • • • • • •• 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 Area Fave Course- Flat, Low, High Profiles Flat. Low. High Profiles Flat Profile Low Profile High Profile Flat, Low, High Profiles All Eave Course 17-23 sq. inches Two -Piece Barrel'(Cap Tile) Two Piece Barrel (Pan Tile) #1 #2 #2 #2 #3 17-23 sq. inches 10-12 sq. inches 12-14 sq. inches 17-19 sq. inches Minimum Paddy Gram Weight 45-65 4565 30 30 30 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two Piece 2 Beads (1 each longitudinal 17 grams per bead' edge) 20-25 sq. inches each bead Two Piece 65-70 sq. inches, 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logosand following statement: "Miami -Dade County Product Control Approved" or the Meamis • Dade County Product Control Seal as shown below. ,. • • • • • • l3UILDLNG YER.MIIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this... • • system. MIAMI•DADE COUNTY APPROVED • • • • • • • • • • . • • • • • •• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • •• • • • • • • • • • w , • ADHESIVE PLACEMENT DETAIL # 1 Flat/Low Profile Tile , 1. Starting at the eave course, apply a'minimum 2" (50.8mm) x10"(254nun) x1"(25.4nun) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. T4:1 ta.vuyh plalth. awuwn Paddy IBrrn.atb 110.1 ,«ylln«di iLul«,•rnu« t K rv,n'.t pt,.,unl • F1NI.* 11 all IM n uyb pin 1. Ili l erner 1 NAM, LL.d.rL.yn+«nF 1.1.v (...n. - Paddy IBwl.wth LMI Inv: la tv.il thr..uyh yla•1i...o.1tf lraun eJ: Lind«r 14411..n1 11 • Paddy IB.n.rth Tikt r• ka•e. Cut" au _ . . ,. ,� Fnw Virephale 1 In. the .Iota,, Drip adv. MIAMI ADE COUNTY APPROVED 2. Continue in same manner. Insure approximately 17 (109.7 cm') — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) it 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 approxinipte1 !Z (109.7 cm2) — 23 (148.4 cm2) square inch adhesive* contact with the tmderside of the tile. High Profile /, Single Pan Tile • • •• • • •• • • • • .• • • • • • •••• • • • • • • • • • • • • • • • • • • • • •• •• 1. Starting at the eave course, apply a minimum 2" • (50.8 nun) x 10" (254 mm) x 1" (25.4 mm)ifoatn • • paddy onto the tmderlayment positioned as sown • under the pan portion of the tile closest to the overlook of the tile being set. 2. Continue in satne manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the tmderside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 •• • • • • •• • • • • • • • • • • • • • • • • • • • • •• Nail lbough ptarUr gammas •hon roqugrodi U.rdurlayuiunf a MANMADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 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 of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8tnm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown tmder the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm') - 12 (77.4 cm') square inch adhesive contact with the underside of the tile. Medium Profile/ Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 man) x 10" (254 mm) x 1" (25.4 nun) foam paticly onto the underlayment positioned as shown undef jlie pan portion of the tile closest to the overlock o�tjts tile being set. Insure approximately 17 (109.7 Tilt • 23 (148.4 cm') square inch adhesive contact with the• underside of the tile. •"" • 2_ At the second course, apply a minimum 2" (50.$1j4)': x 7" (177.8 nun) x 1" (25.4 rum) foam paddy oiltb tl%' underlayment positioned as shown under the pap • • portion of the tile closest to the overlock of the toile • being set. • • • • • •• • 3. Continue in same manner. Insure approximately 12" • (77.4 cm2) - 14 (90.3 cm') 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 • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • •• • • • • •• • • • • • • • • •• k �' ADHESIVE PLACEMENT DETAIL # 2 (CONTLN'UED) IJ.d 1Lruuyll pLiba aa•n1ent. s e:iu. •cuvnud u.a. PI.y MY 111 f . P.dd y Iaun..th ril.> MIAMI•DADE COUNTY APPROVED High Profile / Single Pan Tile 1. Starting at the eave course. apply' a minimum 2" (50.8 mm) x 10" (254 rum) 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. Insure approximately 17 (109.7'cm-) — 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 nun) x 1" (25.4 tnm) 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 17" (109.7 cm'-) - 19 (122.6 an') square inch adhesive contact with the underside of the tile. 1 r .... • • • • • .... • . . .. . .. • • . . .. . • .... . . . • .. . . .. . • • . . • • • . . .. . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 . .... . . .. • • . . .. • • • . . • ... • • • • • rt ADHESIVE PLACEMENT DETAIL # 3 Rat/Low Profile Tfla Medium Profile TI M MIAMI•DADE COUNTY APPROVED 1. On the eave course only, apply a tninimtun 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlaytnent 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 nun) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm=) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 inm) x 4" (101.6 nun) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm') of 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 9 of 11 • • • • • • • • • • •• • • • • •. • • • • • • • • • • • • •• • • • • •• • • • • • • • • • ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High Profile Tile MIAMI•DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x (19 min) 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 cm2) - 11 (71c1n2) 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. • • • • • • • • ••••, • • • •• • •• • • • • •• • • • •• • • • • • • • • • • •• •• • • o • • • • • • • •• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 • • • • • • • • • • •• • • • • •• • • • • • ••• , • ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 6S to 70 sq. in. in contact with the pan tile. 2) Turn covers upside down: Place adhesive In to 1 In. from outside edge of cover tile. Then mobil the tile. Ensure 20 to 25 sq. in. contact area. Underlayment lave closure (motar shown) Weephole Fascia Board Steep pitch applications (when required) Sheathing Remove lop portion of the save course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at ease line. Two Piece Barrel - High Profile Tile MIAMI•DADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a tnitumum 2" (50.8tun) x 10" (254 inm) x 1" (25.4 inm) 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 cm=) — 70 (451.6 cm=) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 min) x 10" (254 nun) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 min) to 1" (25.4 nun) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is appliedand• • • place onto pan tile course. Insure a rninimlfni of • 20 (129 cm') - 25 (161.3 cm') square inch contact area on each side of the cover tileatetl. • pan tile. Continue in same manner. Trim aaar • any cured exposed foam adhesive. Pointing ofa • • longitudinal edges of the cover tiles,are considered optional. • • •• •• 5. When additional nailing is required, 2" (52.8 • • min) x 4" (101.6 nun) nailers or the tie wire • system using galvanized, stainless steel. of,•• • • • 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 •• • • • • • • • • •• • • • • • • • • • • • • • • •.•. •• • • • • •• • • • • • • • • • • •