Loading...
RF-19-964Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: Parcel Number 431 NE 100TH ST, Miami Shores, FL 33138 1132060170500 Contacts Permitwo.: RF--49-964 Permit Type: Roof Work Classification: Tile Permit Status: Approved Expiration: 10/29/2019 ERIN HALLORAN Owner JOHN BUSTA ROOFING INC Contractor 451 NE 91 ST, MIAMI SHORES, FL 33138 JOHN ROBERT BUSTA Other: 3522623193 300 NE 91 ST, MIAMI SHORES, FL 33138 Business: 3052199699 Description: RE -ROOF ENTIRE SLOPED AREA, REPLACE WITH Valuation: $ 36,000.00 Inspection Requests: COLOR THRU CONCRETE ROOF TILE 305-7i 2-4940 Total Sq Feet: 4,100.00 Fees Amount Application Fee - Other $50.00 CCF $21.60 DBPR Fee $5.25 DCA Fee $3.50 Education Surcharge $7.20 Roofing Fee $300.00 Scanning Fee $9.00 Technology Fee $8.75 Total: $405.30 Building Department Copy Payments Date Paid Amt Paid Total Fees $405.30 Check # 2220 05/07/2019 $405.30 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regetatipg construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. .07 -/9 ignature: Owner / Applicant / Contractor / Agent Date May 07, 2019 Page 2 of 2 Miami Shores Village 1�?_T �_; JL Building Department artment AY ° 2f 3 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 200 �v) BUILDING Master Permit No. R_�_ US `11 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC 0 ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 431 NE 100 Street JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-0170500 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Erin Halloran Phone#: 352-262-3193 Address: 431 NE 100 Street City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: N/A Phone#. N/A Email: CONTRACTOR: Company Name: John Busta Rfg. Inc_ Phone#: 305-219-9699 Address: 300 N.E. 91 Street City: State: Zip: Miami Shores Florida 33138-3130 Qualifier Name: Phone#: John Robert Busta 305-219-9699 State Certification or Registration #: CCC-058048 Certificate of Competency #: N/A DESIGNER: Architect/Engineer: N/A Phone#: N/A N/A N/A N/A N/A Address: City: State: Zip: 36,000 4100 sq. ft. Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New M Repair/Replace ❑ Demolition Description of Work: Reroof entire sloped area,replace with color thru concrete roof tile - �It$C.h. ..i /bF f•. iF.?:.a04 `V .''^N ! '1- �' f - t �.1 ; Specify color o color Submittal Fee$ +�Flrjn Fee "`' CCF$ CO/CC$ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee Structural Reviews $ Training/Education Fee $ Notary $ Double Fee $ Bond $ ],�C I Z--18 —S-137 TOTAL FEE NOW DUE $ 4 o 5 .3 U (Revisedo2/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A N/A - N/A N/A City State Zip Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 fast 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. OWNER or AGENT The foregoing instrument was acknowledged before me this /sue day of Amy 20 19 by f/,4CLO�P:4X/ , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Signature dqRo��z;7 - CONTRACTOR The foregoing instrument was acknowledged before me this day of RO % , 20 /? by �74' , who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: ... 6 MYCOMM ION N 00 21S6W �� ..... SMYDAGUT1Ei�F1 EXPIRES: Ssplembar 0, 2022 Sea I: : ► MY COMMISSION N GG 255M ''P� �`O 8af0eC T1Mu Nota�r Public tlMNrtNera �•:o� EXpIRES: September 5, 2022 as *ss**sss*sssssssssssss*ss*sss* sssrs�*sssssysssssssssss*ssssssss*sssssssssssssssssssssssssssssssssssssssssssss APPROVED BY J t / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 2 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-017-0500 Property Address: 431 NE 100 ST Miami Shores, FL 33138-2446 Owner THOMAS HALLORAN ERIN HALLORAN Mailing Address 431 NE 100 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1200 SGL FAMILY - 2501-2800 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,727 Sq.Ft Lot Size 11,500 Sq. Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $345 $345,138 $287,615 Building Value $189,799 $189,799 $189,799 XF Value $600 $610 $620 Market Value $535,537 $535,547 $478,034 Assessed Value $190,657 $186,736 $182,896 Benefits Information Benefit Type 2018 20171 2016 Save Our Homes Assessment $344,880 $348,811 $295,138 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description AMD PL OF MIAMI SHORES SEC 4 PB 15-14 LOTS 16 & 17 BLK 90 LOT SIZE 100.000 X 115 OR 16183-4585 1293 1 Generated On : 5/2/ Taxable Value Information 2018 2017 2 County Exemption Value $50,000 $50,000 $50. Taxable Value $140,657 $136,736 $132.. School Board Exemption Value $25,000 $25,000 $25.. Taxable Value $165,657 $161,736 $157, City Exemption Value $50,000 $50,000 $50. Taxable Value 1 $140,657 $136,736 $132, Regional Exemption Value $50,000 $50,000 $50.. Taxable Value 1 $140,657 $136,736 $132. Sales Information Previous Sale Price OR Book -Page Qualification Descriptic 11/02/2018 $700,000 31232-3048 Qual by exam of deed 12/01/1993 $155,000 16183-4585 Sales which are qualified 07/01/1986 $140,000 12945-3167 Sales which are qualified 11/01/1978 1 $100,000 10203-1188 Sales which are qualified https://www8.miamidade.gov/Apps/PA/propertysearch/ 5/2/2019 Notice to Owner - Workers' Com Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: l . The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of , 201p_. By 6�lj(I 11,4440 eAN who is personally known to me or has produced as identification. Notary: ..:1 SORAYUA GU?I6Zi;EZ MY COMMISSION # GG 255M SEAL:=�,';,EXPIRES: September 5, 2022 �•.FOF Lol` U(� Rru Wary Pubk t�fldE/wAm John Busta Roofing, Inc. 300 NE 91 Street Miami Shores, FL 33138 phone: 305-219-9699 email: irbusta300kaol.com May 1, 2019 State of Florida County of Miami Dade Before me this day appeared John Robert Busta who being duly sworn, deposes and says that he will be the only person working on the project located at 431 N.E. 100 Street. Sworn to (or affirmed) and subscribed before me this 11. day of May 2019, by m!Vt115=- Personally known X Print type or stamp Name of Notary n � - WRAYDAGunERRU MY COMMISSION A GG 2W" EXPIRES: Sept tuber 5, 2022 BMW lfwu Public LNWwwkws 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. To: Miami Shores Village Building Department Date: 05 •dl 'l� 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: !F P / A1A / eA1(/ Property Address: 4131 A1,5 MLI cST Roofing Permit Number: Dear Building Official: I ISR/K/ 1-1,44409ml certify that I am not required to retrofit the roof to wall connections of my building because: r 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) Signature State of Florida County of Dade Print Name The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this k7- day of —'� r ��/ ,. S{ SMYDAGUTEMEZ * }*A WCOAtM100N / GG 255689 Notary Public, Sate of Florida at Large EXPRMSept MbW6.2M Bonded flan Notry N* Wderwrtln 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 constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 4/2912019 I Property Search Application - Miami -Dade County Property Record Cards Property Taxes Report Homestead Fraud Tax Estimator Value Adjustment Board Property Search Help Report Discrepancies Tax Comparison TRIM Notice ASSESSMENT INFORMATION Year 2018 2017 2016 Land Value $345,138 $345,138 $287,615 J Building Valuer �� $189,799 $189,799 $189,799 Extra Feature Value $600 $610 $620 I Market Value $535,537 $535,547 t $478,034 Assessed Value $190,657 $186,736 $182,896 TAXABLE VALUE INFORMATION 2018 2017 2016 COUNTY I Exemption Value $50,000 $50,000 $50,000 I Taxable Value $140,657 n $136,736 $132,896 SCHOOL BOARD j Exemption Value $25,000 $25,000 $25,000 Taxable Value I $165,657 $161,736 $157,896 CITY _ j Exemption Value $50,000 $50,000 $50,000 p T p Taxable Value $140,657 $136,736 $132,896 REGIONAL i t 3 Exemption Value $50,000 $50,000 $50,000 Taxable Value $140,657 $136,736 $132,896 BENEFITS INFORMATION Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $344,880 $348,811 $295,138 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 https://www&niianiidade.gov/Apps/PA/propert7ysearch/#/ 3/8 ROOF ASSEMBLIES AND ROOFTOP a22 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form.BY: Section A (General Information) 1 i Master Permit No. /� Process No. 1 Contractor's Name L7 Job Address 4--f/ /ii too �: 1 ROOF CATEGORY 1 ❑ Low Slope ❑ Mechanically Fastened Tile ® Mortar/Adhe a it 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood $hinglg akes . • . • ... 4.0 ❑ Prescriptive BUR-RAS 150 '.. • ... • ROOF TYPE • • • ; • • " "' / " ❑ New roof ❑ Repair ❑ Maintenance A Reroofing ... D Recoueflay, : • • 1 • ROOF SYSTEM INFORMATION • • • • so** :..I. • Low Slope Roof Area SF �ry��f/�� • • • • • 1 • P ( ) Steep Sloped Roof AREA (SSFI�/W Total (SF) qm • • V&:98 • Section B Roof Plan • • • • • • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and O • "'1 " PP Pp parapets. drains, Include dimep- t . sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • 1 `} MEN No ®E����� ��No ME ME Mid®�\\ I���ON 0 N IAr'E� ��E������M�. ME Iwo E MENEM No 0������/M 1 NoNo M®® ME REMEIEM N E ®��I��M ME M�if�WAMMOMEN��0 0 ®N M No EMEMEMEME-EMM N FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczer Palacio on Jun S, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Numb Minimum Design Wind Pressures If Applicable (From RAS 127 or Calculations): P1: f4 P1: 65z,l_ P1: Deck Type: l °f 7d6;v- Roo Slope: Type Underlayment: 12 Insulation: Fire Barrier: • • • • Ridge Ve/nJ� ation? Fastener Type & Spacing: 1 :. Ea.: ...... 00. Adhesive T YPe A d 0 * .... 1 ..... cSE� .. Type Cap Sheet: •• • •. 1••'•'•P' Pol • 1 • • • Mean Roof Height: f/y� 9 Roof Covering: ! :. Goo: . /1C .. 000 • 1 Type & Size Drip 1 Edge: 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun S. 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. I 1 1 1 t 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 I 1 t 1 1 1 1 1 1 1 1 1 ! 1 1 I 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mt. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pl; 9 x ),3 ==/O?!�5AMg: Z,';O-- M„ 4�9z Product Approval Mt IYOY (P2_/xX¢�IS= Mg: M2/�. �, Product Approval M, 0 (P3Zx7�Q�S=�3- Mg:Z_�Q= M,,2�� ?Z Product Approval M,� Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M) From Table Below _ Product Aooroval M. M, required Moment Resistance' Mean Roof Height Roof Slope 15, 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 • • • 34.Q 6:12 26.4 28.0 29.4 30.5 o e •z2.4 7:12 24.4 25.9 27.1 28.2 0• •30'.0 ...0 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward CotIg' widard of'1�1Jlae� end Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' v"ues.are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. • Method 3 "Uplift Based Tile Calculations Per RAS 127" • 0 • • • • • (P1:_ x L = x w: _ ) - W: x cos O _ = Fr, Product Approval F' • • • • (P2:_ x L _ = x w: = ) - W: x cos 6 _ = F2 Product Approval F' • • •. (P3:_ x L _ = x w: _ ) - W: x cos 6 = F„ _ Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M9 Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15AG FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) t t t 1 t Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. MIAMFW 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.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 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 N9 Ulaptance, if it is determined by Miami -Dade County Product Control Section that this product or matetial Ails to meet the • � � • � • requirements of the applicable building code. ' • • ...... .. . ...... This product is approved as described herein, and has been designed to comply with the Flo4ogl1i4ilding Code • including the High Velocity Hurricane Zone of the Florida Building Code. 0000 • .... .... ..... DESCRIPTION: Saxony 900 Concrete Roof Tile ":": :'. • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Lity' 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 beko;q range* • in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.16-0711.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino a MIAMbQADE COUNTY NOA No.: 18-0509.17 Expiration Date:_ 04/26/22 , Approval Date: 08/02/18 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Cate2ory: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Avolicant Dimensions Specifications Description Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive set applicAfd& Saxony 900 Length = 17" TAS 112 Flat profile, interlocking,1;gb-pitssure axtruded • ; Split Shake Width = 13" concrete roof tile with twoa"a koles. 1`ordirect deck,• • .. thickness = 1-9/32" batten, mortar set or adhesive -applicatidhs. Top:....: surface produced with 4 diMtd it configut: ons: • 1. Complete file brushed" • • • 2. Right half brushed* s gym in d�tve40 ...... 3. Left half brushed • 4. No brush : ••••�• Saxony 900-Shake Length = 17" TAS 112 Flat profile, interlocking, * piassure gxtiWed Width = 13" concrete roof file with two nail holes. Ft Virdct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 2 of 9 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik-Drive Screw, Battens) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC-77 TAS 100 • • • • Redland Technologies 7161-03 Wind Tunnel Testing Dec..1.`l91 .' Appendix II & III TAS 108 (Nail -On) ...... ' • •' • • • • • Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing . • • : • • Aug.•1994 ;,...; TAS 108 (Nail -On) ...... ...... ' Redland Technologies P0631-01 Wind Tunnel Testing "" July 1994 " • Redland Technologies P0402 TAS 108 (Mortar Set) ": Withdrawal Resistance Testing Q , , 0 • 0 • Sept..1993 , .' screw vs. smooth shank nails : • • • • • Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties Aug. J994 Engineering, Inc. TAS 112 '.:..' Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 3 of 9 PRI Construction Material COPO-002-02-12 TAS 101 10/12/2016 COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 TAS 101 10/12/2016 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 underlayments 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 the applicable Building Code. 4. INSTALLATION • ... 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shMI be insfalfed in strict • • compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 1260 ' • 0 : •: • • 4.2 Data For Attachment Calculations • • • • • • • • • • • • • • .... .... . . Table 1: Average Weight (W) and Dimensions (I x w) • • • • • • • • Tile Profile Weight-W (lbf) Length-1 (ft) •••• Width!w fft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 : ':': 1.08 • • Table 2: Aerodynamic Multipliers -1(W) • • • • Tile ;L (ft3) (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 c0.315� Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 211:12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony 900 Direct Deck Direct Deck Battens _ Direct Battens Direct Battens Direct Battens Direct Slate, Shake & ' Deck+ Deck Deck Deck 7.70 7.62 6.61 J.50 6.48 7.34 6.31 7.16 6.13 6.95 Split Shake NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Paddy Adhesive Set Systems 0000 Tile Tile Application IginWwm A W111ment" Profile " Ftesiste nog Saxony 900 Slate, Shake & Split Shake Adhesive' • • • • • •31.3 2 & 3. • .... .... .. ...... 59. .. 1 See foam adhesive manufacturer's component approval for installation requirements. ...... • 2 The Dow Chemical Company TileBond' one -component foam minimum weight per paddy 13.9 grams. • • • ' • 3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. •.•••• • • • ;. 4. DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per add 8 raM%! ' ". ' Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset@ AH-160 -' 11r, Two -component foam DAP Products Touch N' Seal Storm Bond 2 two -component foam 118.92 f 40.44) 93 5 45 6 3 Large paddy placement of 45 grams of Polyset® AH-160. 4 Medium paddy placement of 24 grams of Polyset® AH-160. 5 Large paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 45 grams. 6 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 24 grams. NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 5 of 9 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 7 Tile-Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". •••• . . .... ...... ...... .. . ...... LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES W-PLANT) :....: 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 buildilt cdde in 5rddr to • properly evaluate the installation of this system. 0*00 PROFILE DRAWINGS NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 6 of 9 NAIL HOLES G UNDERLOCK I SAXONY 900 - SLATE 5/32" (Slate) COVERLOCK ...... .. . ...... .... .... . . .... .... ..... ...... .. . ..... . . . . ...... NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 7 of 9 NAIL HOLES P PROFILE DRAWINGS i Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE 1-9/32"(Shake) I NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 8of9 NAIL HOLES V PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE 1-9/32"(Shake) Pr 0000 . ...... 00000 . NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 9 of 9 MIAMPWDE 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.eov/economv Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to 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 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: Polyglass Polystick.Underlayments 0 0 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, oit san -state &f�allowin • . g 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*&ere.. has been n.o. 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 4 chanp ti the � • � • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of angvmduct, 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 temiination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino., NOA No.: 17-0614.22 Expiration Date: 09/13/21, Approval Date: 07/06/17 Pagel 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 -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location #2 metal roofing and roof tile underlayment. Polystick Tile Pro 61' x 3'33/81' TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Location #2 roofing and roof tile underlayment. 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. Designed as a a mukile Location # 1 & #2 underlayment. 0000 ' • • "' Polystick TU P 32' 10" x 3'33/s" .. ... • TAS 103 and A rubberized asphalt waterproof lg membrane, glass- • • • • * • Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with ngmular surface ;....: • Location #2 ;designed for use as a tile roof uhtl2flayment"". Polystick TU Plus 65' x 3'3 %" TAS 103 and I ""A rubberized asphalt self-adhaiirlg -glass-f /Nyestet•' • • • t (Surface Printing) 80 mils thick ASTM D 1970' reinforced waterproofing menftah8. Desi&ecrAs a metal'':' Manufacturing roofing and roof tile underlaying : • t ....:. Location # 1 & #2 • • • • • • Polystick MTS 6518" x 3133/8" TAS 103 A homogeneous, rubberized asphalt waterphZ g Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 6518" x 3133/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test A2encv Test Identifier Test Name/Rewrt 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 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 10/07/14 P43290.10.14 ASTM D 1970 & TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 & TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 •09f2.9/06 PUSA-055-02-02 TAS 103 ; • • . • 12710/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G155' • • 0'66/09 • • : ...... . ...... Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & �155 .04/1J1/08 . RX 14E8A TAS 103/ASTM D4798 &'Cd55 ' . 114/09 • • • • • DX23D8B TAS 103/ASTM D4798 &-Cff • • •Q2A� / 10 • •' • • • DX231)8A TAS 103/ASTM D4798 & 6155 02A8/10 "":' ....... • . . . . ...... ...... LABELING: . • . : • • • • 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's nameoringo, 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 QPMtDADB COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type 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: 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: 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 mem rtoe 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 fhinimtim 4" $ead lap. (for' • base sheet only) • Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimmn•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 Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 6600 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Po>r lilcIe. )0000 y be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, rogf 4lc.Wstem§arid quarry.... �. slate roof assemblies. • Polystick TU P may be used in all the previous assemblies listed except metal roofing, • • • • 0 . • • ' Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing`ah?roof tile'sry'slems. : • • .. . ..... Polystick TU Max may be used in non-structural metal roofing and roof tile systems. • .. .. . .. ...... Elastoflex S6 G may be used in roof file 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, PolysA'GkTV P, Polystick TU • • Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface i6Jeck 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 61 G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (U) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens Profiled Prohibited 4:12 6:12 6:12 4:12 6:12 Tile without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. • • • • 10. Care should betaken during the loading procedure to keep foot traffic to a minimum a;d Yb *oid drappivg of • • • . • • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loaWa oceduia two tile9 • • • % laid perpendicular to slope followed by a maximum four tile stack parallel to the slope efora total of 6 tiles — foic. all underlayments except Polystick MTS which shall be loaded onto battens. 00000 0000000000 a a 0 N r_ m "-�-� t"""�', POL`rSflCKTU Rus .. • •• •.•.•• 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 MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. lustallers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this isaooeptable...... Please also refer to applicable Product Data Sheets of the corresponding products. • • • • ; • ; • • 2. All rolls with the exception of Polystick TU Plus should be back -nailed in selvage e • • •.�� as per Polyglass. • . • • • • p Y g� p Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1.14" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regiems, at a minimum rate• • • • of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail an' *a pa*?0aaar'on* •: • • the face of membrane, with the above stated nails and/or disks. The head lap membr$e info cove?the'firea beihk 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 contVt. • • • ; • • • ; 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Pdly%Wt • 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 file 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'/4"/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 MIAMFDAD, COUNTY �ffjgztExpiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 0 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). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LEMTATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE . . .... ...... ...... .. . ...... .... .... . . .... .... ..... ...... .. . ..... .... . .. ...... . . . . ...... NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIN MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv ICP Adhesives and Sealants, Inc. 12505 NW 441h 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 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 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 Polyset® AH-160 • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd,'ciq, state. Im mellowing 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 acid 9Wt has been jib char, • • • 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;rrojion or clmnge in the •. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endarsemdnt of dk3i ptoduct, far'... sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comp with• anx section:oi..: this NOA shall be cause for termination and removal of NOA. • • • 0000 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 Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 Product Description Two component polyurethane foam adhesive Dispensing Equipmerq • • • • • . .... ...... Dispensing Equipment":0 .... .... . . .... .... ..... ...... .. . ..... PRODUCTS MANUFACTURED BY OTHERS: • • • • • • • • • • • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NpA•%vbich ligt attachment • • • ; • resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. :""" •• . . •• MANUFACTURING LOCATION: "" 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 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 +0.071/o Volume Change @ 400 F., 2 weeks +6.0% Volume Change @1580F., 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 Iq MIAWDADECOUNW 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-IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[l] 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 04/30/93 11/16/94 01/16/95 03/14/96 02/21[L2 . . ),0/2sf�8 f 2/2D%98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160, 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file 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 applicators to the authority having jurisdiction. 5. Calibration 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 Polyset' AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 oC IEIP. . .... ...... Adhesives ProPack 30 & 100 dispensing equipment only. . 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. • • • • • ..' ....:. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutco alter ICP Adhlw .... .... ives :.. • • Polyset® AH-160 has been dispensed. • ..... 9. ICP Adhesives Polyset' AH-160 placement and minimum patty weight shall be in acdv4 mce witt t11e • s • • • • • 'Placement Details' herein. Each generic rile profile requires the specific placement ndift1ferein. • • • 000000 . . . • •.•..• NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 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 grams per paddy head of rile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead •••• Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches �4 gram2p tinder pan LABELING' • All listed herein be labeled •':". approved products shall and shall bear the imprint or identifiable m'AI M9 of the... manufacturers name or logo and following statement: Miami -Dade County Product Control t�p*V*d" or the Miami - rove Dade County Product Control Seal as shown below. • • • • • • • • • • lyAiMN]ADE OUI�'iY • ' � • • • i • • • • • • • BUILDING PERMIT REQUIREMENTS: • • • • As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 KA Through plasttt curAnt Paddy llwwaalh Tft) trtwn ►+gaited) Vr►doiiaymom ° 101 1 ' v $atEur"s OPOW d ° EawGeurs. r 10 3 Err. Grrur. - NO throughphstk cement (when mjoWed) paddyi6wn+.t>, sa.i tield.rl.ynsnt 10IMN 2ln.wldo Battens opsianai 101t► 2 Em Ckwuro EaroCourse Fasdw IA lhreugh plrsek h►'han requatired! Priddy 1R#h#ethTN.l Wdodayeneer a 10 in. 21.. We Battens , optlenal • Ex" teuru- Fntia weephofe 10 in. 2 in. Exae dosure Of1Pedge Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile •... 1. Starting at the eave course, apply a linimum 2" ...... (50.8 mm) x 10" (254 n1v* x (25.4mnt3 foam • • paddy onto the underlayment positionedw shown... • under the pan portion of &C rite closest to the ' overlock of the tile be gel' ." • .... .... ..... 2. Continue in same mannp •Wtire apprm�ptately I Z. • • • (109.7 cm2) — 23 (148A.W.11Square incb adhesive contact with the underside df die tile. • • • • : • High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 c t ADHESIVE PLACEMENT DETAIL # 2 -- Mall thorough pi Oicwreant Peddy(8"# *T&) 4afm r.auired) t►ndacrtaymarat c i Irt, ft"M ai a EawCauna b • 10 in Fascia 2 esve Closure . Nall through plastic cement (when required) r.Paddy 4Beetath Tile) ndsrtaylnrnI 7 2In. Battens Qptwnal to ram. a r�. Eww Cl+suv+ 6/tisCouna *._ F #O* Flat/Low Profile Tile Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm') — 23 (148.4 cm 2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch Odbefte contact with the underside3)f tb4ile. ...... .. . ...... Medium Profile / Double Pan j� • • • • • • 1. Starting at the cave coursep a ply a minimum 2" (50e8:.. • mm) x 10" (254 mm) x 1"(2�.4mm) foamepaddy .... • onto the underlayment post d4ed as showrfunder the •. pan portion of the tile closest to the ove3.1a of the "' rile being set. Insure approkimatoly 17 C109.7 cm2) • • • • 23 (148.4 cm2) square inch adhesive conlgjwith the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall throuo phstac to (whenm4ralrad) ►ad rIGr+ra4hTilr! f ''►� in. 9attans op[lond E." comae teach ► Phou loin, 21n. Fare cbsw* Drip edge High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 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 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm;) square inch*vtftsive • • • •; • contact with the underside of 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 �nd�rough 'ptm aOcceent vadd)►metweerudin) requfrec saitensopdonai • ° (under dk) SF"gk PoddT aatopattie i•- �,r im 4 paddy 1� on raadedapaeat j z 4 in.10 'h Baca careckstae Rat/Law Pro(ileTile Nan dwough plasdc CWWW Single paddtr under tie (when regarred) paddy (between ties) Battern ogional paddy (under dle) 1 M pad � of ��.. � fryer =4in. at4 CRon 0 2 2tn. Eave ©esure Eme Course Fasda Median ProflleTlle 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 file 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 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) 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,.W under the pan portion of the rile, closest to the tinderrock for..... the second course tile OW installed. •Ingm • approximately 8-9 in (S)•.658.1 cm1}et adhesive• • • � • contact with the undersildtWIttie tile. . ; .. • .: •... ••.• .... .... ..... ...... ... ..... (Instructions continued on qO ppge) • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) HA through plastic Single paddy under dlo iwhen regsiredj Vaddy (between tikes Battens opdonaJ. pa ft t nder tile) on. �xatn. Sk4e 2:ain. t=.Pon top tie Ears coarseWeephole ' ash y loin. 2 in. Ea n dosure Drfpedge lilgh Profileitlo 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/4" (19 mm) paddy on top of the eave course file 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 file. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm') - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. sees • • sees ese••• .. . s •.. • se•e•s •• Y •sees• • •sees• sees see• • • ee•• •s•• see•• sees•• e• • sees• • •see•• • • • • • • see••• •sees• • • • •see•• •• • • e• • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 1) Place enough adhesive to achieve 65 to 70 1 in contact with the pan tile. 2) Turn coven upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25sq.in. contact area. IUnderlayment Eave closure (motar shown) Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) Remove top portion of the save course cover tile. Abut to second course of pan tiles. Ensure save end of pan and cover tiles are flush at save line. Two Piece Barrel - High Profile Tile APPROVED J Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the .iinderside of the tile. Apply a miliimW 1" (25.4 VVh) x 1 TS' * * as (254 mm) bead of adhtg4t directly on tie inner .' edge of each side of thaaow tile. Leave: • • • •: • approximately 3/4" (19-nar)-to 1" (25.4 mm) from the outside edge pfthe file, ino;ftd' free of • foam to allow for expaiM611. "" . 4. Turn cover file over al' r ;.arn is applied and • place onto pan tile co4se.•Imure alnimgium of....:. 20 (129 cm2) - 25 (16U cnt2) squaHMdh :sees• contact area on each sideof Rie cover the to the - pan tile. Continue in same manner. Tnirnrnaway 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 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• �Renailing 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). ..• 'goes• ee ge:e 4• Exposed Ceiling: Exposed, open beam ceilings are where the undMidebf the jAbfMking •. can be viewed from below. The owner may wish to maintain the architectural ap'Aame; thergfore,g • g e • • roofing nail penetration of the underside of the decking may not be acceptable. lhi� provides ti e.jgtion of :sees: maintaining the appearance. • e g ...... .. . ..... 6K- s• Overflow scuppers (wall outlets): It is required that rainwater flo" aQ that the roof is • • `•, • not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may blocft%: • • • • • • discharge if overflow scuppers (wall outlets) are not provided. It may be necessEly to ftwtall Aerflow : e o e e. scuppers in accordance with the requirements of Sections R4402, R4403 and R4 t. ' .*so e egg o.SD .20�9 Owner/Agen s Signature Date Alf !go IrT. Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number