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RF-19-2863Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 01/16/2020 Location Address Parcel Number 33 NW 98TH ST, Miami Shores, FL 33150 1131010330150 Contacts Permit NO.: RF-12-19-2863 Permit Type: Roof Work Classification: Tile Permit Status: Approved Expiration: 07/14/2020 Jeffrey Stead Owner ISAACS ROOFING & INSULATION CORP Contractor 3398 ALAIN GONZALEZ 17225 S DIXIE HWY SUITE 200, MIAMI, FL 33157 Business:3052345234 JENNIFER@ISAACSROOFING.COM Mobile: 7862779756 Other: 7862779756 11 Description: NEW TILE ROOF Valuation: $ 15,000.00 Inspection Requests: Total Sq Feet: 2,300.00 Fees Amount Application Fee - Other $50.00 CCF $9.00 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $3.00 Roofing Fee $250.00 Scanning Fee $12.00 Technology Fee $7.50 Total: $339.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $339.00 Credit Card 01/16/2020 $339.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the A��med conjraeter to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date January16, 2020 Page 2 of 2 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ENTERED Miami Shores Village DEC o� z s Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 /�F BC 20 _I � Master Permit No. pe— B- k-L— � 1-2190? 6� Sub Permit No. ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 33 NW lgfi City: Miami Shores County: Miami Dade Zip: 33K'b Folio/Parcel#: 1' - 31 O ( - 6 33 " 015-0 Is the Building Historically Designated: Yes NO _> Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: / OWNER: Name (Fee Simple Titleholder): �J{�fU►\�(! Phone#: Address: 33 NW c1P W rr City: %;a— i &u/W State: r"` Zip: 33((� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: � A-AGj �O C, e,54 Phone#: Address: 2 c S 11 �/ City: jb &Ant /l Je Wf State: I (�. Zip: Qualifier Name: ne#: State Certification or Registration #: C Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 150 00 Square/Linear Footage of Work: 7&z� Type of Work: ❑ Addition ❑ Alteration�� ❑ New ❑ Repair/Replace ID Demolition Description of Work: o u-) It ('u 12"nQ `- Specify color of color thru the: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond $ '—M - OZ.J (Revised02/24/2014) TOTAL FEE NOW DUE $ -31 'f:7 , OD Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (Ao� 0 4 OWNER or AGENT The foregoing instrument was acknowledged before me this day of V art. \ =A -c- , 20 '1q by S\\d., who is personally known to me er- Frar cluced as identification and who did take an oath. Signature . 5�z C—�— CONTRACTOR The foregoing instrument was acknowledged beforeme this day of �� , 20 ( rl by oCW�6-w7w-`a-4ho is personally known to me or who has produced identification and who did take an oath. as NOTARY PUBLIC: NOTARY PUBLIC: Sign: y�.� �- Sign: Print: l.o.s-c��J hO �e-e- Print: Seal: �Rrn CAROLYNWEEDEN Seal: JENNIFER;:AOUL t4 ,.•••�., , •• - Notary Pubic - St :e. r,' =ior ca ISS * * MYCOMMM 0IM59 -_ Commissior - GG ' 7' bog e EXPIRES: 4.2M My Comm. Expires Jar 2 2C22 *********** �A**SaM� -*******************************�***5v9AP�k4r4yYh�ItiR1►+k***r* ************* APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk 11(43 Re: Owner's Name: Property Address: Roofing Permit Number: Miami 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. Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 e r �fc, d Date: lici Dear Building Official: I �I"Lt '4(2� S-76--LD 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 of the South Florida Building Code (1994 SFBC) Si at re Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above propjaggpintioned, Sworn to and subscribed before me this day of IN o Notary Public, Sate of Florida at Large =pia 6PHot G. d•' a= • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not'fy��struCleGdlf2�•r�p�rc8 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. °°lfli�111� Revised on 5/21/2009 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ROOF PERMIT REQUIREMENTS 1. PERMIT APPLICATION. (SIGNED AND NOTIREZED BY BOTH OWNER AND CONTRACTOR) 2. OWNERS AFFIDAVIT OF EXEMPTION, F.S. 553.844 3. AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION FOR HURRICANE MITIGATION. 4. PRODUCT APPROVAL. ( 2 SETS) o Front page. o Specific system description. o Specific system limitation. o General system limitations. o Fire Directory Listing Page. 5. DESIGN CALCULATIONS PER CHAPTER 16. OR IF APPLICABLE RAS 127 OR RAS 128. ( 2 SETS) 6. ROOF PERMIT PACKAGE (2 SETS) 7. OWNERS ROOFING CONSIDERATION (REROOFING ONLY) 8. $50 SUBMITTAL FEE. REVISED ON 7/9/09;07/01/2015; Florida International Engineering, Inc. FeleEe 6175 NW 167 St., G-20, Miami, FL 33015 FLORIDA INTERNATIONAL Telephone: (305) 378-1991-Fax: (305) 378-1997 ENGINEERING, INC INSIGHT -INNOVATION` INTEGRATION Miami -Dade Lab Certification # 07-0612.11-State of Florida ca #27273 -------------------------------------------------------------------------------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: Job Address: Roofing Contractor: Permit Number. FF -'1 z- k2 -Z $ L 3 Type of Tile: 1"Sw'r \A - Approximate Roof Height: l "3 feet Slope: , k z Approximate Square Footage: Z i '3v21 ftZ Type of Access to Roof: •Ladder Other: _ Required Testing Force: 35 bs.+ Testing Equipment: F.G.E. 100x S im o Instrument Date Installed: CO t L - Z o Date of inspection: 1p 207� -------------���-- --------------------------------------------------------------------------------- TEST RESULTS P= PASS, F= FAIL •------------------- `--------------------- n------------------------------------------------------------------------• 'N ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft Area Units or ftZ No. of Tests Perimeter l ov o Field pd 2_1 Corners i Hips & Ridges p l e7- RESPI;fii� AR MSU�'I�yY: cENSF Flo VIV! a e� �ri.E. 631tb* ,FJs.IpRIDP• !ON L 1 • RE: Permit # Kai - n. - tc, - 2�bc3 1 Alain Gonzalez (Print name and circle License Type) License #: CCC1325556 Miami Shores Village' Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector On or about , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 33 NW 98th Street. Miami Shores, FL 33138 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. 2 U-V "O'� Sworn to and subscribed before me this day o E742LJL Pdy Cc rm Exp.rs Jar 2C[:22 Notary Public, Sate of Florida at Large aC-Nec.r T- 7 Na,-Pa-ZA a ..,5- *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection aovigpd nn 5M/Wa Section A (General Information) Master Permit No: I Process No: ly C@PesiveytC-l`ire':' Contractor's Name: I Isaacs Roofing Job Address: [33 NW 98 St 21 Low Slope Roof Category ❑ Mechanically Fastened Tile CEIVED DEC 0 2 2019 BY: ElAsphaltic Shingles ElMetal Panel/Shingles Q. TVqod Shingles/Shakes• • • Veto: ❑ Sprayed Polyurethane Foam ❑ Other: • • • • • • • • • . 0 "see Roof Type •• •• •• 0009:9 ❑✓ New Roof ❑ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintentince •.•.:. ...... Are there Gas Vent Stacks located on the roof? ❑ Yes 21 No If yes, what typeR• •❑ Nat;rgl• •Q LP(W -- • . • • Roof System Information Low slope roof area (U) 0 _ Steep Sloped area (ft.z) 2300 Total ft-) 2300 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressur and location of parapets. Perimeter Width (a'): 3' Corner Size (a' x a'): 3' x 3' UI�DING RFV/�� 25' VED 46' 29' Tile 22' 35' Tile Roof System MIAMNDIADE Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I Boral Notice of Acceptance Number (NOA): 18-0829.02� Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 P 3: 40.4 • • • Maximum Design Wind Pressures, (From the NOA Specific system). psf '•�•�� �...;. Fill in the specific roof assembly components. If a component is not required, insert not applicable•(pj4) j;► the text box. Roof Slope: "/12" Roof Mean Height: 10 ft. Method of Tile Attachment: --Adhesive, Medium Paddy Polyfoam Polypro-- Alternate Method of Tile Attachment per NOA: n/a Drip Edge Size & Gauge: --3" face 24 ga.-- Drip Edge Material Type: I --Galvinized Metal-- •••• Deck Type: --5/8" Plywjdl • • • .. .. . ...... Optional Insulation: • •.... • .... • n/a ...... Optional Nailable Substrate: • • • • n/a Optional Nailable Substrate Attachment: n/a Basesheet Type: 30# Fastener Type for Basesheet Attachment: 1 1/4" Ring shank nail & Tin caps Tile Underlayment (Cap Sheet ) Type: Polyglass TU Plus Tile Underlayment Attachment Method: Self adhered Drip Edge Fastener Type: 1 1 1/4" Ring shank nail Tile Profile: Plantation Hook Strip/Cleat gauge or weight: I --n/a- Section E MIAMI•DIADE "Delivering Excellence Every Day" Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. 39.1 289 = 11.30 7.79 3.50 < 40.4 • • • • • . P1: x� M =Mr1: _ f�: • • • • 68.1 .289 •••••• P 2: x l _ 19.68 M 7.79 _ Mr2: 11.89 < 40.4 �,Q • • ••••: • •.•••• P 3: 100.7 x �, 289 = 29.10 _ Mg: 7.79 = Mr3: 21.31 <_ 40.4 rjCa 1W, � • • • • • • ••.• • •• ••••J • • Method 3 "Uplift Based Tile Calculations Per RAS 127" ..'•.• '..• ; •••••• •..... • • Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than "or equ(j 44 VT. r values,efep • sac rea of the roof, then the the attachment method is acceptable. ; • • • • •••••• • •• • • •• • • • • • P1:X Xw:= -W:XCos 0:F7=Fr1:<_NOA F' P2:®X1:=�Xw:�= -W: =© XCos e:a=Fr2:<_NOA F' P3:�X1:= Xw:�=-W:�=� Xcos e:a=Fr3:<_NOA F' to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or. P2 or P3 Table 1 S 127, or by an engineer analysis prepared, signed and sealed by a professional engineer b d on ASCE 7. Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval (NOA) Restoring Moment due to Gravity Mg oduct Approval (NOA) Attachment Resistance Mf Produ Approval (NOA) Required Moment Resistance Mr Calcu ed Minimum Attachment Resistance F' Product Approval A) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) Owner's Notification Form HVHZ 2010 MIAM "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES-- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the designated space indicates that the item has been explained. lAesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. ; • • • • • . • • •, • -� . Ren ailing wood decks: When replacing roofing, the existing wood root d"maym,"doto be...... renailed in accordance with the current provisions of Chapter 16 (High Velocity HuMMM Zonesrof the t1Q�* Building Code. (The roof deck is usually concealed prior to removing the existing iqq,* jysterrf • ; • • Common roofs: Common roofs are those which have no visible delineatjep,betwee nef hbo J • • ri ig xl1�g.. units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the ropfiiDg:contractor and/or •; owner should notify the occupants of adjacent units of roofing work to be performed. "•"' xposed ceilings: Exposed, open beam ceilings are where the underside of the rocif ftiking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. ooding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. . Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions 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. Chapter 15 and 16 herein and the Florida Building Code, Plumbing. _E:ja�entilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Signature: Contractor's Signature: Property Address: Date: 'ermit Number: MIAMI-DADE COUNTY MIAMFOADE PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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 FtQduct control Sect"f •; • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the riaAeto:have this '. .. . .. ... product or material tested for quality assurance purposes. If this product or material fails. i.o.po..form m the accept manner, the manufacturer will incur the expense of such testing and the AHJ may immeeiatgly revq%e, ipodify„h• • •; suspend the use of such product or material within their jurisdiction. RER reserves the right Lo revoke 0ii9 a0eptancg,.. if it is determined by Miami -Dade County Product Control Section that this product or-ma*x-ial fails ki meet Ulna: • • .. requirements of the applicable building code. .. •• • •....• This product is approved as described herein, and has been designed to comply with ,the•Fjorida Building including the High Velocity Hurricane Zone of the Florida Building Code. . . .""' DESCRIPTION: Plantation 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 provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0721.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino 0 NOA No.: 18-0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Boral Plantation Concrete Roof Tile, as manufactured by Boral Roofing, LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. • ...... . ...... 2. PRODUCT DESCRIPTION Manufactured by Dimensions Applicant Plantation Tile Length: 16'/2 Width: 13" Trim Pieces L = varies W = varies Varying thickness 2.1. MANUFACTURING LOCATION 1. Okeechobee, FL Test ."Vraduct:% Specifications . . .. ..... . 1.escription • TAS 112 Flat concrete -roof the for d:rectiieck oar• • • • • battened naiI;811: ftrtar or adhesive set • . ...... applications.. . ...... . . TAS 112 Accessory trim, concrete T4QZp1eces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.2 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset® AH-160 TILE BONDTM Roof Tile Adhesive DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive Quikrete" Roof Tile Mortar, FL-15 Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. Two component polyurethane foam adhesive. Premixed, pre -bagged gray roof tile mortar. Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. The Dow Chemical Company Dap Foam, Inc. The Quikrete Companies, Inc. NOA No.: 18-0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 2 of 8 2.3 SUBMITTED EVIDENCE: Test Agency American Test Lab of South Florida Redland Technologies The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Farabaugh Engineering and Testing Inc. Farabaugh Engineering and Testing Inc. Farabaugh Engineering and Testing Inc. PRI Construction Material Technologies 3. LIMITATIONS Test Identifier RT0624.05-14 7161-03 Appendix III 94-060B 94-084 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631-01 P0402 Project No. 307025 Test #MDC-76 Calculations Calculations Calculations Calculations T295-11 T306-11 T279-11 DAPF-004-02-08 DAPF-004-02-09 DAPF-004-02-10 Test Name/Report TAS 112 Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Adhesive Set) (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing . PA 108 (Nail -Ong -' Wind Tunnel Testing • • PA 108 (Mortar R&I • • • Withdrawal Resistance Testing of screw vs. smooth shank 11tallls Wind Driven Rajyj'..' PA 100 ...... Aerodynamic Multiplier 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Two Patty Adhesive Set System TAS-108 TAS-108 TAS-108 TAS 101 Static Uplift Resistance Adhesive Set Date 07/03/14 Dec. 1991 March, 1994 May 1994 Dec. 1991 :' 1kVJ. 1994 ..... July 1994 ... *Se 1993et 0 ����' • ..Oct: 1994...... • Match 199499 • • : • ...... • April 1991.... TATO 1995 ' Pe diary 1996 April 1996 December 1996 April 1999 10/05/11 10/04/11 09/23/11 07/26/ 18 07/26/ 18 07/26/ 18 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 NOA No.: 18-0829.02 ►MMADECOUNTY Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 3 of 8 in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade Product Control 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. 3.7 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. 4. INSTALLATION • 4.1 Plantation Roof Tile and its components shall be installed in strict compliance with Roofing Applicatio'$•':' 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 (lbf) Length -I (ft) .•••••Widt%-W(jk) ••• 1:00:0: ,• Plantation Tile 11.6 1.375 1.08' Table 2: Aerodynamic Multipliers - 1 (ft3) • Tile Profile (ft3) Batten Application (0) Direct Deck Application Plantation Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - M (ft.-Ibf) Tile Greater than Profile 29:12" 3":12" 4":12" 5":12" 6":12" 7":12" Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile NOA No.: 18-0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 16/32" (Min. 19/32" plywood) plywood) Plantation Tile 2-10d Ring Shank 30.9 38.1 17.2 Nails 1-10d Smooth or 7.3 9.8 4.9 Screw Shank Nail 2-10d Smooth or 14.0 18.8 7.4 Screw Shank Nails 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 :.24:4 1-10d Smooth or 24.3 24.3 • • 24,2 Screw Shank Nail • ....•. Field Clip) ...: . 1-10d Smooth or 19.0 19.0 • • • • •22e1 • Screw Shank Nail ••• •• ••• Eave Clip) .... . . ..... .. 2-10d Smooth or 35.5 35.5 OS4.8"' Screw Shank Nails • • • Field Clip);"••• 2-10d Smooth or 31.9 31.9 '..' 32.2 :" Screw Shank Nails • Eave Clip) 2-10d Ring Shank 50.3 65.5 48.3 Nails' 1 Installation with a 4" the headlap and fasteners are located a minimum of 2%"from the head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 2 See manufactures component approval for installation requirements. 3 The Dow Chemical Co. TILE BONDT" Roof Tile Adhesive weight per pafty 13.9 grams. 31.3 4 ICP Adhesive and Sealants, Inc. ICP Adhesve Pol set® AH-160 Two -Component weight per pafty 8 grams. 31.3 5 DAP Foam Touch N Seal StormBondo 2 Roof Tile Adhesive weight per paddy 8 grams. 45 NOA No.: 18-0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Single Patty Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesives 6 See manufactures component approval for installation requirements. 7 ICP Adhesive and Sealants, Inc. ICP Adhesve Pol set® AH-160 Two -Component weight per patty 45 grams. 118.9 8 ICP Adhesive and Sealants, Inc. ICP Adhesve Pol set® AH-160 Two -Component weight per patty 24 grams 40.4 9 DAP Foam Touch N Seal StormBondo 2 Roof Tile Adhesive weight per paddy 45 grams. 73 10 DAP Foam Touch N Seal StormBondo 2 Roof Tile Adhesive weight per paddy 24 grams 48 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Attachment. Tile Profile Tile Application ••• • • )jesistance Plantation Tile Mortar Sets .••••• 399.0•000 Seespecific mortar manufacturer's Notice of Acce tance •: 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo. as's I beld;.dr %llow" * • • • statement: "Miami -Dade County Product Control Approved". • ••..••00 OR 7�7ENTESRR s;:� BORAL PLANTATION ROOF TILE LABEL (LOCATED ON UNDERSIDE OF 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 18-0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 6 of 8 • •••• • •• ••••• • •••••• • ••• ••••• • NOA No.: 18-0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 7 of 8 PROFILE DRAWING BORAL PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTANCE .. .. . ...... .. .. .Is . .•.•.. . ...... . 00 . . . . . ..... ...... . . ...... see* 0000 NOA No.: 18-0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 8 of 8 MIAMFQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). . ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countyoli0d&t Control $ection , • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve tk® ri ht to ha* a this ....:. product or material tested for quality assurance purposes. If this product or material fails to petfartn in the accepted • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediateel�YtBpke, mbU4fy' or • suspend the use of such product or material within their jurisdiction. RER reserves the right toy *e* oke thi sa a leptancer, met� if it is determined by Miami -Dade County Product Control Section that this product or mate;ipt f1i s to t the* • • • • requirements of the applicable building code. ..Goes • • This product is approved as described herein, and has been designed to comply with the Flol*vida$uilding.Code ....:. including the High Velocity Hurricane Zone of the Florida Building Code. • o G o DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino., N NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'33/8" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Dual Pro 61' x 3'33/8" •....• TAS 103 and A rubberized asphalt self-adhiring,'glass-fiber/polyeste?• • •; • Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing memo *ane' Desvecd'as a Location #2 • • • metal roofing and roof tile unfjgral:Went. Polystick Tile Pro 61' x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, glass-for/1So1yest& ' Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing merptpr ei Designed:: a metal: �. Location #2 roofing and roof the underlay��'rZt • . .. . ...... Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering; polyester reinforced Manufacturing 60 mils thick • • ASTM D 1970 waterproofing membrane. De•signgd as a revAile Location #1 & #2 underlayment. ..' .. ...... Polystick TU P 32'10" x 3'33/8" TAS 103 and A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick MTS 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefrnic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefrnic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 MIAMFDADECOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 . 10/119/11 P40390.08.12-2 ASTM D 1623 •••• :*6$1b'1/12 ...... P37590.07.13-1 ASTM D6164 ;.QjV. /13 • P45270.05.14 TAS 103, TAS 110 & ASTNTDNU23 05/12/14 ••.••• P46520.10.14 ASTM D1623 16/03/14 :....: P44360.10.14 TAS 103 & TAS 110..... � :' 14:07/ 14 � P43290.10.14 ASTM D 1970 & TAS.1.lA.. � � • • .1Q4L7/14 •�;••• PLYG-SC 10130.06.16-3 TAS 103 & TAS 110• • .. ' . Qt/27/ 16 ...... PLYG-10130.06.16-1 ASTM D1970 & TAS 06/27/16 .� PRI Asphalt Technologies PUSA-035-02-01 . . TAS 103 . ...... ;' 1)429/06 . PUSA-055-02-02 TAS 103 • • • • 12�10/07 :"": PUSA-089-02-01 TAS 103/ASTM D4798 & G 155 • • 6746/09 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX231)8A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 t INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. •••••• Deck Type 1: Wood, non -insulated ...... Deck Description: Min. 19/32 plywood or wood plank •. •... ...... System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered """ : • • • .: Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. �....' '..' • • Fastening: ••w••• Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a mammum 4"'hMslap. • • (Pbf"' base sheet only) •• •• •• • •••••• Membrane: Elastoflex S6 G, hot asphalt applied . . . . • • • • • • � • Surfacing: See General Limitations Below. .'. ..•.•.• •• • . •• . • Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. :..... 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assemltly durrent Pr ducj Control • Notice of Acceptance. • . • ... : • 0 •' • ....:. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. ThtIffAbIng tape shall be ;...•; pressed in place and formed around the protrusion to ensure a tight fit. A second layer otl3tolystiX chSll be • • • applied over the underlayment. . ..• ...... . ..... • . . • .. .. .. . ...... GENERAL LIMITATIONS: • • • • • • • • . . . . 0,00 ..• • • 1. Fire classification is not part of this acceptance. ; • • • • • 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Pol�lticlt MTS PJ61 lnay bC� • • • used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems AM quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven FL 180 90 180 180 180 180 180 180 180 Hazelton PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick NITS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (U) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MT.N.Pids with Dual Pro • ITU Plus • Flat Tile Prohibited 4:12 6:12 6:12 5:1'2' ; • • 6:12 without battens • Y Y Y Y Y • Y Profiled Prohibited 4:12 6:12 6:12 4:1.2 • 6:1`b ' Tile without battens .. i Y Y Y • Y • Y The above slope limitations can be exceeded only by using battens in accordance with th Approved'file System' Notice of Acceptance and applicable Florida Building Code requirements. When battnsoaq required, t�ey sha11 . • be utilized during loading and installation of tiles. :""' 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid:rpffaig of ' • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure —**two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. m EL 0 N POOSnCKTU Plus NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBIAVff4 • ...... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPE(NWAPPLICAMNS.000*0 .•••.. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOAjVJMATIONS.. ••.••• 1. Polyglass does accept the direct application of Polystick underlayment membranes to'v�ood tlecks.: Installers are... cautioned to refer to applicable local building codes prior to direct deck installation to e�sa le this ispaoaeptable• •:..' Please also refer to applicable Product Data Sheets of the corresponding products. • • •' • • • 000000 .,...• • 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge s'eajn as per Pglyglass� � .� Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1�V metal'd9sT1 s required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate` �': of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area pareek&ar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of TV12" or greater. It is suggested that on pitch/slopes in excess of 6 '/"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). 0 e •*sees • • • •.sees • • • • PLEASE '. CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPEMFI4!APPL2c0.Q0NS. see*e LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECO4000*I ATIONS.. • aces.• sees •• • a • END OF THIS ACCEPTANCE "" •• �•••� •se••• ' • • s • • • • • see• •• •• • • •• e • • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAMI-DADE COUNTY ML PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44' Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product ContrOL SgWon to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictioul(AHJ). • • • • •: • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County ftaduct Eontrol Sectit" • • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tht Mgltt to have this prod0rt .. ; or material tested for quality assurance purposes. If this product or material fails to performan the•accepUd manner, fhe manufacturer will incur the expense of such testing and the AHJ may immediately revoke,�mod:fy, or susp* nd the 00000 0 0 0 of such product or material within their jurisdiction. RER reserves the right to revo�p*"s accepj�jftee, if itJs� determined by Miami -Dade County Product Control Section that this product or material fi-4" greet the requirements . • of the applicable building code. ....:. This product is approved as described herein, and has been designed to comply with xhe.l'brida ?uilding Code•.• including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: ' . ........ Product Dimensions Test Prof Wsc. ri tio.n • Specifications • • • • • • ICP Adhesives N/A TAS 101 Two component polyerethane fbam•adhesiW. • • . Polyset®AH-160 • • • • • • ' • •' ""' .. .. .. . ...... ICP Adhesives Foam N/A Dispensing Equipmept.... . Dispenser RTF1000 • . . . . ...... ICP Adhesives ProPack® N/A Dispensing Equipmelt : •. • • 30 & 100 • PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Pro a Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ 400 F., 2 weeks +6.0% Volume Change @158'F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MIAMMAD, COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1 PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[ 1 ] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 • • • ...... ASTM E 108 """ ASTM E 84 •.... • TAS 114 �••�.• ASTM D 1623 ...... TAS 101 TAS 123 • • • .. TAS 101 TAS 101 TAS 101 Date 04/08/94 12/ 16/96 10/25/95 11 /02/95 12/12/95 02/01 /94 p3«4/s3 11 /f6/94 4iEl4195 . ... 034P4/96 04/W/12 02/21d12 ...... .. 167ff/98 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-l60 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. NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and •....• Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicaions toathe authority having • jurisdiction. • 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is rggyired befgre applicaticof • • •, of any adhesive. The mix ratio between the "A" component and the "B" component shaUJWmaintir?ed5etweea.0. 1.0-1.15 (A): 1.0 (B). • ...... . ... ..... 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispense*r*RTF 1000 or�ItP • • 0.0 : • Adhesives ProPack® 30 & 100 dispensing equipment only. • . .... % 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. • • • ; • • •; 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within I to 2 minutes after ICP*444 fives • Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Minimum Paddy Contact Minimum Paddy Gram Tile Profile Placement Detail Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at .12 graIto eer paddy, •. head of tile 9-11 sq. inches at • • • overlap 04 •••• ••• • 0000 • • Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal ... 17 grams per bead • edge) 20-25 sq. inches each • • • • • • 000 bead • •••• • ••• ••• •• .. • •.• Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • • • •34 grams under pan LABELING: .00006 .. . . • . 0000 ...... All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. NZAH ADE COUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY NOA No.: 17-0322.03 . , , � yjvjUN Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 SW lfinugh plasticcarnont ►eddy MonaathTi•) 4nMr roqulrodl t o � 16wi y ~ f Fascia �. Ear. Clmun Nail through p(astic cement. (when re4rdred) �r Raddytsrm..eh TA•I Undwaynwoe 4. 1 Mttero.ptl•nal •� LM closure Ean•Course Fascia kma thrugh plastic �whae rogiAre+d1 n.dd>t It.naashTtl■1 l.y m t o IbWko V 1Q in. x 21n. sWd• Battens optional � Earo•tOur" - • Fasda Weeprhole Coln in. Eon closure . � t)rlpodga Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tilt►. • • a. Medium Profile / Double.PM Dle ` 1. Starting at the eave couss*"'Oly a minimum 2" •• (50.8 mm) x 10" (254 tilm)-x " (25 -,4. Ml foam ....`• paddy onto the underlayment positiohed as showto a 9 a under the pan portion of the tife clostsufo`the • overlock of the tile being set. 0000 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm') — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail 11nvughpowaitiam■M Paddy(bn■athTi■) (ol required) Undo "num ° ia tin. Baftem 09donal Eawc0un. 10inFasda � ., law clow.. Nail thrnwh plastic anent tvAen vewiredl Paddy 15en*mh rile) Und■rlayan■nt '•. 2In. saMenr.plironai �` Fati. Cf■.unr Ea■■ Coufb Freda 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 cm2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimunj � J( V.8mm) x 7" (177.8 mm) x 1" (25.4 me foam paddy onto the' underlayment positioned as%hovJn undQ>titlb; • ...... strengthening rib closest to ili;Nerlock of1he tile being set. ...... ...... • .... • . .. ..... 3. Continue in same manner. Jusure approximatoly 10"**:*-* (64.5 cm2) - 12 (77.4 cm2) cquaire inch adhesive • • • • ; • contact with the underside oftbe file. • Medium Profile / Double Pan 'rile • � ; � � • Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 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 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nalt 11wough plia tk cc OA&n tequlnd) I.dJ1 li•n•ath Til.f t►ndwlyn+�•nt Battens optional �y Gave cou,se , ascie W phd. 102 M. Eave t!•suMe otlp aeea High Profile / Single Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum Y' *(M.8mm)• • • ; • x 7" (177.8 mm) x I" (25.4 tam) foam 1?$d4jpnto the underlayment positioned as shown under the pan ""' portion of the tile closest t0 the bVerlock of'the tile : • • • • being set. • • .... . .. ..... ...... . ... ..... 3. Continue in same manner. jqftWp'approJtLrydtely 17"...... (109.7 cm2) - 19 (122.6 cm;14giwe inch adhesive • contact with the underside U the tile. • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 =uvougnm plastic ceent Paddy (between ties) Batten opdanal • • Paddy (underd o pa dd .. F" Si p" on nndewlayaert `f 2 z 4 rw. 2K sareclosore mmmmmmmell Flat/Low PtotaeTile Wall duum r plastic onnent Single paddy under de (when recinked) Pa ddy (between dies) Batoens Paddy cundeFtie) opdonw sinIlle tea= 4 (n. 10i1. tin. r Eane Closure Eare Couse Fascia AUfflum ProAleTile 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.4 cm;) of adhesive contact with the underside DTIfle file ..... • log. • 909 ...... . ...... 2. Apply a 4" (101.6 mm) x•4 ► f1,01.6 mmpx 1 " (25" ...: mm) foam paddy onto the tfillerlayntI ttibst below the second course line poSlttoned foam paddy • . . .. . .60 .... . under the strengthent>, ing n 1orflat tile, pr qpder tbq • . . • pan portion of the tile, cigs�e�SY to the underlock for the second course tile to. Installed.. Insure ....:. approximately 8-9 i112 (5j.6-5S.1 cm2 of SJhesiva • contact with the underside J tie the &, go** ' •... (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) NA thrnngh pastk sir4e paddy corder the When required! Paddy(betereendla) Battens eptional�e1 paft(o "tile) 1 sagtep�d� an raderfar' siwje 2 s 4 pawy- u1polde QUM Weepbole loin2 k1. Ewe dowre Dripedge High PraeleTile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71 cm2) 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;of444tile ate•.... the head of the tile. Com; i gee in sa4 mapner. •••••• • •••••• •••••• • ••• ••••• • . • •• • . .• • *006 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 i ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications In contact with the pan tile. when required) 2) Turn covens upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. In. contact area. .° Underlayment Sheathing Eave closure (motar shown) Weephole Fasda Board Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. e • 2. Continue in same manner bringing Mb pan • • e • e e courses up toward the sidte:Insure 9 • approximately 65 (410.4 eni) — 74 (451 6 cm27 • • • •' square inch adhesive eenract with the findersidd . e e a of the pan tile. • • • • e' e • e••• • •• ••:••• Ye•••• • ••e •.••• 3. Turn covers upside down exposingl4euddersi4e .... ••• of the tile. Apply a mi• pjg}ytI I" (25.4 inm) x 10" •e (254 mm) bead of a ftside directly on the innef a a • edge of each side of the cover tile. t,eave 0 • approximately 3/4" (ltletnm}to 1" f 2j 41%im) • from the outside edge of the tile, in-OlAr, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11