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RF-19-121t Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 01/17/2019 Parcel Number 215 NW 111TH ST, Miami Shores, FL 33168 1121360010660 Contacts Permit No.: RF -01-18-121 Permit Type., Roof Work Classification: Tile Permit Status: Approved Expiration: 07/16/2019 PASCAL &MARIE FLEURIMOND Owner MIAMI ROOFING SYSTEMS, INC Contractor 215 NW 111 ST, MIAMI SHORES, FL 331683301 JANCEL OJEDA 660 NW 98 ST, MIAMI, FL 33150 Business: 3057545554 info@miamiroofingsystems.com Description: RE -ROOF TILE TO TILE Valuation: $ 22,500.00 Inspection Requests: 305-762-4949 Total Sq Feet: 2,300.00 Fees Amount Application Fee - Other $50.00 CCF $13.80 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $4.60 Roofing Fee $250.00 Scanning Fee $9.00 Technology Fee $7.50 Total: $342.40 Building Department Copy Payments Date Paid Amt Paid Total Fees $342.40 Credit Card 01/17/2019 $342.40 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 AFFID,VJTl 1 certify that all the fore ng information is accurate and that all work will be done in compliance with all applicable laws regulating constructiodi and zoning. Futhermore uthggp_the above named contractor to do the work stated. Signature: Owner / Contractor / Agent Date January 17, 2019 Page 2 of 2 Miami Shores Village .xD Building Department *1 L�0 9 a 10050 N.E.2nd Avenue, Miami Shores, Floridajl33138 Tel; (305)795-2204 Fax: (305)756-$472 BY: iNSPEC T iON UNE PHONE NUMBER: (305) 762-4949 FBC 2011 O° BUILDING Master Permit No. 11�--► PERMIT APPLICATION Sub Permit No. 7-B -IL-DING F-] ELECTRIC Q 'ROOFING 7 REVISION E] -EXTENSION [:]REN-EWAL PLUMBING F-1 MECHANICAL PUBLIC WORKS F-1 CHANGE OF F-1 CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 215 NW 111 ST City: Miami Shores Countv: Miami Dade zip: 33168 Folio/Parcel#: 11 -2136-001 -0660 Is the Building Historically Designated': Yes NO_ Occupancy Type: SFH Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): PASCAL FLEURIMOND Phone#: 305-758-7238 Address: 215 NW 111 ST City: Miami Shores State: Florida Tenant/Lessee Name: Email one#: zip: 33168 CONTRACTOR: Company Name: Miami Roofing Systems Phone#: 305-754-5554 Address: 660 NW 98 St. City: Miami Stater FL zip. 33150 Qualifier Name: Jancei Ojeda Phone#: State Certification or Registration #: CCC1330811 DESIGNER: Architect/Engineer: Certificate of Competency M hone#: Address: City: State: Zip: Value of Work for this Permit: $ 22,500 Square/Linear Footage of Work: 2- 030 Type of Work: u Addition 1I Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Reroof tile to tile Wo« .. _ . , ,. n �w0!. •4.1Nf ..rNb.-cYs..,.eh...':J... Y.. �� ..•...p...' Specify color of�cwc�lor, thru tile: Florida Blend #2629 "Terracotta" Submittal Fee $4 Permit Fee $ CCF $ t 1"CO'/CC r-'..- Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Structural Reviews $ Training/Education Fee $ Double Fee $ _ Bond $ TOTAL FEE NOW.DUf $ (Revised02/24/2014) i Bonding Company's Name (if applicable) J I Bonding Company's Address ' City State Zip P� Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip I + # 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 1permit and that aW work will ;be :performed .to .meet the standards of all .-flaws 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." I �. 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 3 fa4xaL #4�1_,Ljfl M 6rll� OWNER or AGENT Signature C16NTRACTOR The foregoing instrusnent was acknowledged before me this The foregoing instru3�0'e-S t was acknowledged before me this 2 day of !/! _ , 20 �� by �l day of 20 by who is personally known to �kA U O )la_ �J who is personally known to me or who has produced ,=�495 6,60' qZ-2 me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Ro *ssssssssssssssss APPROVED BY (Revised02/24/2014) identification and who :did take an oath. NOTARY PUSUC: Print.-' Notary Public - State of Florida Seal: Commission k GG 217284 ' My Comm. Expires Aug 16, 2022 Bonded through National Notary Assn. X: Notary Public - State of Florida o ` Commission # GG 217284 My Comm. Expires Aug 16, 2022 Bonded through National Notary Assn. +�****�j*ss*ss**ss**sss*ss*s*s******ss*s*ssss**ssssss*ss**sss****sss**ss*sss*s a f Plans Examiner Zoning. Structural Review Clerk 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 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: P 0-sceA r I t -Ur I Mo A Property Address: Z t f Nw It f St. Roofing Permit Number: Date: Dear Building Official: I _?G_Scwt Fleur -j fW_o0 n certify that I am not required to retrofit the roof to wall connections of my building because: P111W 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 �'S�•r✓I �1 t�..r'�'kd Print Name The undersigned, being the first duly sworn, deposes and says that he//she is the owner for the above property mentioned. Sworn to and subscribed before me this 2 qday of Pfir✓ ,00th _.o Ov pS., CARLOS PITA ?; Notary Public - State of Florida Notary Public, Sate of Florida at Large a• Commission # GG 217284 oef�,. y omm, xp resAug , 2022 Bonded through National Notary Assn. When the just valuation of the structure for purpose of ad valorem taxation is eq Is 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 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-001-0660 Property Address: 215 NW 111 ST Miami Shores, FL 33168-3301 Owner _ PASCAL FLEURIMOND &W MARIE O Mailing Address 215 NW 111 ST MIAMI, FL 33168-3301 PA Primary Zone 0700 SGL FAMILY - 1551-1700 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds I Baths / Haff 2/2/0 Floors 1 Living Units 1 Actual Area j 1,696 Sq.Ft Living Area 1,380 Sq.Ft Adjusted Area 1,538 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1952 Assessment Information Benefit Type Year 2018 2017 2016 Land Value # $161,028 $161,028 $134,829 Building Value 1 $107,045 $107,045 $107,045 XF Value 1 $1,155 $1,170 $1,186 Market Value 1 $269,228 $269,243 $243,060 Assessed Value 1 $86,538 $84,759 $83,016 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $182,690 $184,484 $160,044 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NEW MIAMI SHORES ESTS PB 51-80 LOT 18 BLK 3 LOT SIZE 75.000 X 100 OR 16256-0762 0294 1 Generated On : 1/9/2019 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $36,538 $34,759 $33,016 School Board Exemption Value $25,000$25,000 $25,000 Taxable Value $61,538 $59,759 $58,016 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $36,538 $34,759 $33,016 Regional Exemption Value $50,000 Taxable Value $36,538 $50,000 $50,000 $34,759 $33,016 Sales Information Previous OR Price Book- Qualification Description Sale Page 02101/19941$69,000 16256- Sales which are qualified 0762 07/01/1993 $0 16038- Sales which are disqualified as a result of 3851 examination of the deed 03/01/1982 $65,500 11432 Sales which are qualified 1429 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version Lab Report No. 129629 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY C.A. # 30448 Lab Certificate # 17-0703.01 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FBC PROTOCOL TAS -106 PROPERTY ADDRESS: 215 NW 111d' St., Miami Shores PROPERTYOWNER: Pascal Fleurimond CONTRACTOR: Miami Roofing TILE TYPE: Double Roll ATTACHMENT METHOD: Foam Adhesive PERMIT No: RF 1# 19121 ROOFING SQUARES: 23 ROOF PITCH.• 3:12 INSPECTOR INITIALS: AB TEST DATE: 4/11/19 Testing Equipment: Uplift Gauge FGE-10OX Test Tabulation Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1-9 Passed 40 Passed 10-19 Passed 20-29 Passed 30-39 1 Passed THIS ROOF HAS PASSED THE STATIC UPLIFT IN ACCORDANCE WITH FBC PROTOCOL TAS -106. "ROOF SKETCH" 26 �J X23 128 (/ 21 9 ---------------- 20 1 115 - - - - - - - - - - 46' 22 - J ' 31 ,> ' 4 �, 14 -- -- ----- - - - -- � 1 i 33 > 3 12' 341 ' 5 /5 6 , 40 2 G - - � 1 N 9 38 Sincerely, Yan Luis Solis, P.E. 57' Lic. No. 75423 y1zjl4 10735 SW 2161' St. Unit 404 Tel: 305-256-4550 www.FloridaTEC.net Miami FL 33170 Page 1 1 Fax: 305-256-6833 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form F19- V 111Q►TM11^'rJ^L1 r!kAP►C iV ❑ COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERM T APPLICATION FORM :AND ATTACH T E GJ � REQUIRED DOCUMENTS AS NOTED BEL01Ni: U Roof System Required Sections of the Attachments` Requlred�- From Notice of Acceptance: Front Page ' Specific System Description Permit Application Form See List Below- elowLow General Limitations S ' LowSlope Application A,B,C 1,2,3,4,5,6,7 '7 j Design Calculations perChapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances r Municipal Permit Application Prescriptive BUR -RAS 150 A,B;C 4,5,6,7 i Any Required Roof Testing/Calculation Documentation Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 • • • • Metal Roofs A,B,D 1,2,3,4,5,6,7 • ' :...: Wood Shingles and A,B,D 1,2,4,5060-7.... Shakes • • • • • Other As Applicable 1,2,3,4,5,6,T• • •; • • • • ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page • . ; .. 2. From Notice of Acceptance: Front Page ' Specific System Description Specific System Limitations General Limitations S ' Applicabie'Detall`Drawings 3. Design Calculations perChapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances S. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re-Rooflng On 7.1 Any Required Roof Testing/Calculation Documentation (n ; � G7 :-,j D CL z j ❑ j a ,n R<DRID* 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• '�f—'I�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). 4. x�Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; Ylt Wb;e, roofing nail penetration of the underside of the decking may not be acceptablD. Tb4rovide§ IM option Sf maintaining the appearance. • •• 0000.. 0000.. 0000.. 0000.. do 6. Overflow scuppers (wall outlets): It is required that rainwater fToui,%oti so that'tfie roof is • • • • • • not overloaded from a buildup of water. Perimeter/edge wall or other roof exte4eit tray bleak thil • • • • • discharge if overflow scuppers (wall outlets) are not provided. It may be necessar7lo install overfl6w • • • •; • scuppers in accordance with the requirements of Sections R4402, R4403 and Ml 3. '. . . . 0 0000.. 000000 0000.. 00 .' . .. Owner/Agent's Signature Date ontracto Si ature Date 21S bw lel a. Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; r Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Stoped Roof System) Roof System Manu facturer• Eagle Roofing Products LLC Notice of Acceptance Number: 18-0509.19 Minimum Design Wind Pressures, N Applicable (From RAS 127 or Calcutatlons): P1: -39.1 P2: -68.1 P3: -100.7 Maximum Design Pressure From the NOA Specific S stem : 26.1 Method of the attachment; ICP Adhesive Polyset ® AH -160 "Two Patty" Ridge Ventilation? N/A Mean Roof Height: 12' Type & Spacing: 1 114" R.S Nails ieshre Type Self Adhered ype Cap Sheet: Tu Plus oof Covering: Malibu Cement Tile Type S Size Drip dge: F3x3 26ga. Galy. 0000 Y • Steep Sloped Roof System Descripti�o&•; ;•••�• ,,,;; 0000.. •0000 0000 Deck Type: 5/8" plywood • • • • • •• • ype Underlayment• 0000.. ..lee #30 ASTM • Roof Slope: nsulation: • . • , • /A 3 :42 N/A- Ire Barrier: Ire I N/A Ridge Ventilation? N/A Mean Roof Height: 12' Type & Spacing: 1 114" R.S Nails ieshre Type Self Adhered ype Cap Sheet: Tu Plus oof Covering: Malibu Cement Tile Type S Size Drip dge: F3x3 26ga. Galy. Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based die systems, choose either Method 1 or 2. Compared the values for Ml with the values from Alf. H the M r 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 Cakulations Per RAS 127' (Pt: -39.1 I a 0.282 = 11.02 —Mg: 6.65 3116 4.37 NOA A* 26.1 (p3: -68:1 11.2.2-82 = 19.20 ) —MLP- 6.65 — i1'ti 2.55 NOA Mt 26.1 (p3:-100.7 I )L 0.282 = 28.39 1— Mg: 6.65 = b&3_.2_1.74 NOA A* 26.1 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (K) From Table Below NOA R* Mr Required Moment Resistance` Mean Roof Root Slope 9 13` 20` 2F 36` 4W 2:12 MA 36.5 12 32.2 34A 30.0 37A 39.8 .4:12 30A 3L2 33A.1 30. &12 20A 28.0 20A•• • 344 r12 24A 2U • ••• 19T• *Must be used in conjunction with a list of moment based file systems eudorsgd'vy't e Broward County Board of Rules and Appeals. • Y • • 0000.• For Uplift based die systems use Method 3. Compared the values for F'•with*the values for Fr. If the F' values are greater than or equal to the Fr vahte%4eg each area of the roof, then the tile attachment method is acceptable. • Method 3 "Uplift Based TUe Calculations Per RAS 127°i • ' I cos 8: _= Fri: NOA Fr_ Fre: NOA F' P3: I l: — _ ! I w: _ _) — W: ` I cos 8: _ = Fra: NOA V 0000.. •• �..... • •. 0000 0000• • • • 0000• • 0000• 0000. 0000. • 0000• Where to Obtain -Information Description Symbol Where to find DesipPteum PIorP2orP3 RAS 127T le I orbysnen8W=MgwmbsisrqwedbYM on ASCE 7 Mean Roof t H Job Site Roof Slope a Job Bite x Mul —M, NOA -Reapring Moment doe to (ata-- NOA - Aftacbmeot Reastaace Mr NOA Moment Resistance Mr Afro.xedance F NOA Restemnce F. A Tile W ' NOA Tile I 1= w� widtlt NOA Alk cakdsthm =W be aobmitteel to the BWWing O®cial sttbe time of 0000• • • • 0000• • 0000• 0000. 0000. • 0000• rMIAMI-1 Listed Product HAMI•DADE COUNTY _i Miami -Dade County Certificate • r ®' Q Department of Regulatory and Z coxiomic Resources 11805 S.W. 26 Street, Room 208 Certification No. L 17-0821.08 Miami, Florida 33175-2474 Tel (786) 315-2590 Fax (786)'315-2599 Ref.: PrimeSource Building products, Inc. (TX) 1321. Greenway Drive Irving, TX 75038 The Department of Regulatory and Economic Resource's certifies that the above referenced manufacturer has submitted evidence 10 the Product Control Section to participate in its Listing Service Program, The scope of this certificate is limited to the corrosion -resistance of the product(s) listed herein. Ring Shank Coil Nails-GRCRI9DADE, GRCR2CDADE, GRCR2DADE, GRCR3DADE, GRCR4DADE & GRCR5DADE (Less than 1000 hrs) Any product listed under this certificate may be subject to audits conducted by the Quality Assurance Unit of the Product Control Section. As part of the audit program, random samples, obtained from a supply house may be sent to a Miami -Dade County approved laboratory to ensure product conformity. Any complaint submitted to our office and supported by evidence will be investigated and may result in testing of the product. A listed product will not be tested more than twice for the same issue within the terms of the certification. Certij catroit Approval Dater 9/512017 Certllicatioli" Ex ire: 10/2312022 - {—A Hel A, Maicat•, P.E., M.S. 00 Americo Segura tVl . Product Control Section Super0sor Quality Assurance Unit Supervisor Product Control Section 0:60:00:0Product Control Section Miami -Dade Cmnys Department of Regulatory and Economic Resources reserves ie Qght tQ rtrvolte Iyig certifl;gonlor n;gojll::ce issues related to the Product listing requiremdrits andfor noncompliance 'rasues related to the manufacturer's quality assurance program. 0 0 • • • 0 0 0 MIAAMMI•oi b � 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 1%—Xi Vr i1��.4t 1t11M\�.i`� i t1 www.miatnidat%.asv/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 acc=epted by Miami -Dade County REFI - 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. REIT; 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 Inettotbe requirements of the applicable building code. ' ' "" " 00 This product is approved as described herein, and has been designed to comply with the Floriaa guildi+c"02e ...... ...... including the High Velocity Hurricane Zone of the Florida Building Code. ; DESCRIPTION: Polyglass Palystick Underlayments :""' ..... ...... ... . ..... LABELING ,Each unit shall ; ::ar a permanent label with the manufactumes name -or IaV, Citi state and fdltow:ing • • • • 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 andtbert:has beenip change • • •; in the applicable building code negatively affecting the performance of this product. 0.:.. 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 purposesshall 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 -Dopy of this entire NOA .small be pmvided to the usa by the ufacturer 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 Page I of 8 ROOFING,COMPONENT APPROVAL a ' - Cateeory: Roofing y i Sub-Catezew: UiIci Agyrnent Material: SBS , APP Self -Adhering Modified Bitumen i t PRODUCTS DESCRIPTION: Test Product , Product .Dimensions Specification Description 'olystick IR -Xe 65'x 333/8" ASTM D d 970 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 the undeflayment. Polystkk Tfle Pro 61:' x 3'3'/8" TAS 103 and A rabberized'aspharlt self -adhering, glass-filler/polyester Manufacturing• 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal .. Location #2... • roofing and roof the underlayment. Polystick.I:1 l ljUx 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced . • Mapufacturicg • : : : •mils thick 609 ASTM D 1970 waterproofing membrane. Designed as a a roof tile • • • • u. vcition- # 1 & #Z 0000*0 0 0 0 . un+derla nient. . •;p'wl�sfick Tib P• 0 0 ' 37,10'" x 3433/8" TAS 103 and A rubberized asphalt waterproofing membrane, glass- .. t>*a;ufactN�ing • • • 0 38 mils thick 00 ASTM D 1970 fiber/polyester reinforced, with a granular surface • • Location #2 • � • � • • � . designed for use as a tile roof underlayment. • Vollstick•lUoYt-us •• 65' x 3'33/$" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester • f Snjface Prj ting) • •8.Omils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufactu�t'f�g• • roofing and roof tile underlayment. Location # 1 & #2 Polystick MTS 65'8"'x 33-%" TAS 103 Y A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus .658" x 3'33/$" TAS 103- A :Homogeneous; rubberized asphalt waterproof ng Manufacturing 60 -nails flri& inez&riney glass fifier kinfurs 6d with perly0lefinic 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 33-%" 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. WOA No.: 17-0614.22 's Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SuBl'b>lll'1i'TED Test Aeency Test Identifier Test: Name/Rebo rt 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/ASTMD4798 & G155 09/01/11 P37300 IW.I I TAS i 10iASTM 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 P43290.10.144, ASTM D 1970 & TAS 110 10/17/14. PLYG-SC10130.06.16-3 TAS 103 & TAS 110 .•9927/16 PLYG=10130.06.16-1 AS'Z'M Dr970 & TAS Q 116'. ' M27116 "' • • PRI Asphalt Technologies PUSA-035-02-01 TAS 103 • • •; • • : • 09/29/06 • • • • •' PUSA-055-02-02 TAS 103 """ 12/10/07:....; PUSA-089-02-01 TAS 103/ASTM D4798 & ri35 : • "496/09 • 0000 0606. Momentum Technologies, Inc. JX20H7A TAS .J03/ASTM D4798 & 1.3.15S 01(Q 1 /08 RX14E8A TAS 103/ASTM D47%,&6155 1.1/09/09 %11 DX.23D8:8 TAS iO3/AIT IDA7 v 5 ;0PM18/:10 •••::• i DX23D8A TAS 103/ASTM D4798 4 GM 02/18/10 0090; .6 6 . 6. LABELING: 0009 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 fo%wi.ng statement: "Miami -Dade County Product Control. Approved" or the Miami. -Dade County Product Control Seal as shown below. MIAMICJADE COUNTY 1 BUILDING PERMIT REQUIREMENTS: Apptication for;building permit shall be accompanied by copies of the following: I.. This '144)ticeoflArc ptance 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.: I7-0614.22 ar-11-13M ECOW Y Expiration _ Date. 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, nom -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 Pfus; Polystick MIN or Polystick MTS Pllus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description.: Min. 19/32" plywood yr wovd plank System Type E(2): Anchor 9heef mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type Tl or ASTM D 2626. Fastenings 0.0 & Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for 0:000* :000 base sheet only) . .:.MembrN0"—,: ....ijastoflex S6 G, hot asphalt applied Surfacing:. .... &e General Limitations. Below.. ..... . .... 00 ifeckTy.0 p' : 0 Wood, non -insulated ...... .. .. • Deck Description: .... Min. 19/32" plywood or wood plank "' System T4eX(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. 0' X;chor/Bsse Sheet:: • • & or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastse ing • • • Per FBf 1 + 1 -St.? & 1518.4 Nail c and, tin -capc A 2" grid; 6" o.c. -at a minimum 4_ "bead lap-- (for base sheet only) • ' Ply Sheet: Membrane: Surfacing: MIAMFDADE COUNTY Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and miniinum 6" vertical laps. Polystick TU Plus, self -adhered. 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. f'emove the release film as the membrane is. applied: All side 1`aps 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. Rall or'broom the entire membrane surface so as to have full contact with the surface, ,giving. special attention to lap -mss_ 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. • • • • • • . 000 • • • 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and PolYitiit MT§ Plus may b, • • • •; used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roaf 14g tyster4g 1118equarry .... slate roof assemblies. • ...... ... . ..... 'Pdlysdck TU P may used in all the previous assemblies listed except metal roofing!, • • • ' • • • • • • • ftlystick IR -Xe may be used in all the previus assemblies listed except meta] roofi4 5085-wf the systems. '. . . . ...... P©lystiek TU Max may be used in non-structural metal 'roofing and roof the 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. Poi'ystick HL -Xe, Polystick PualPro, Polystick Tile Pro, Polystick TU Max, Polystick TU P Polystick TU � PIus, 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 (away) MTS IR -Xe Elastoflex S6 G TU TU P Tile Pro Plus I 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 is accordance with the Florida Building Code and' N'OA No.: 174624.22 IAMInDRut%LAWN T 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 the applications.' Polystick Dual. Pro is limited to mechanically fastened roof tale 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. , , s 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof'slope shall be as follows: (SeeTable. Below) , Tile Polystick Elastoltex Polyst%ck.TU Plhsx_ Polystick_ Polystick System Profile 1V1TS` S6 G TU P Tile Pro, TOO Max MTS Plans 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 n ithout baftens T evbo%e slopf4 mVions can be exceeded onlyby using battens in accordance with the Approved Tile System NolU.QtAcceptarlLt and applicable Florida Building Code requirements. When battens are required, they shall be utilize$ duriH?1 !jing and installation of tiles. ....t Caro should be take during the' loading procedure to keep' foot traffic to' a minimum and to avoid dropping of tile directly on the ti4erlayment. Refer to Polyglass' Tile loading detail below for loading procedure L two tiles laip ndictQSf td Slope followed: by a maximum four tile stack parallel to the slope, for, a. total of.6 tiles—for alt jn�dertayme�L*s*x*c`ep t Potystick WITS which sdail'tie 11baded'onto battens. Y �y D ' N s :=PLYSnCKTU 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 Fro, 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. T Til 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. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. 9960 Please also refer to applicable Product Data Sheets of the corresponding products. . . +0000 • 0090:0 2. All rolls, with the. exception of Polgsticl: TU flus shoat be back-r�ailcd in selvag€ edgCSeaPti as p � yglass ' Sack Nailing Guide. Nails shall be, I I gauge ring shank type, applied with a minimus' I f" metar disk as 669069 required in Miami -Dade County or simplex type nail as otherwise allowable in other re ions, at a minimum ratio•••: of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail api .grea par#•elaear" on,.0.. the face of membrane, with the above stated nails and/or disks. The head lap membrar4%""cover 4w area being:..' back -nailed. (Please refer to applicable local building codes prior to installation.) .00 • • 0 ' • *00000 . •0000. . • 3. All seal lap seams (selvage°laps) must`be.roll ed with a°hand roller to ensure .full contait. 0 0 090,;9 .0.000 4. All .fabric over.fabric; and granule over granule end laps, shall have a 6" wide, uniform lay4of Polyglass ;.0 0.; Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Masliing C4meht,. XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied iri 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: # 11, 0. 6. Battens and/or Counter -battens, as. required by the tile manufacturers: NOA, must be. used on all projects for pitch/slopes of77/.12""or greater. It is:. suggestedthat on pitch/slopes in excess of'6 `/4 712% 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 5,0 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..- V-8614.22 Expiration Date: 09/13/21 AppravO Date: 87/06/17 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 ofthe roof. Brooming maybe used where slope�prohibits rolling., 11. All'approved substrates-shou.l.d bd dry, clean. and properly prepared; before any application of Polystick inembr— c7c commences. An'appr&ecl substrate technical bulletincan-be furnished: upon iequest. it is recommended to refer to applicablebuilding codes -prior to,ihstalkWoa.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. •r 14. Polyglass recommends thatapplicators follow gond roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCIz). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE. U NOA No.: 17-0614.22 Expiration Date:` 09/13/21 Approval Date: 07/06/17 Page 8 of 8 • Y l 0000•• f•f0 • • 7 t 1 0000•• • 0000•• • • • • 0000•• 0000•• • • • • 0000 •00001 • • •0000 t 0000 ••00• • •0• ••000• 0000•• •• •• •• • •0000• • 0 • • • ••001• • • • • • 00 0 • 00 • • 0 U NOA No.: 17-0614.22 Expiration Date:` 09/13/21 Approval Date: 07/06/17 Page 8 of 8 l 7 t 1 + U NOA No.: 17-0614.22 Expiration Date:` 09/13/21 Approval Date: 07/06/17 Page 8 of 8 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 NOVICE OF ACCEPTANCE (NOA1 www.n*&mkl&de.ew/eca>i►wy ICP Adhesives and Sealants, Inc. 12505 NW 44`h Street Coral Springs, FL. 33065 SCOPE: This NOA is being issuod-under the applicable rules :and regulations goveming the -use of eonstruction materials. The documentation submitted has been reviewed and accepted,by Miami --Dade Comity 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 acceptrAgtanner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoko� modify, or'suspehd the.uw. .. 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 Wit.0tt'meet the requirements • 999. . of the applicable building code. 9 ..... • 9999 This product is approved as described herein, and has been designed to comply with'tlac.floridz:13dilding C,gde.. including the High Velocity Hurricane Zone of the Florida Building Code. 000900 ••9 96:090 6 0*00* .. 9999.. DESCRIPTION: ICP Adhesives Polyset® AH -160 ' . . . 6 060060 9999.. 9999.. LABELING: Each unit shall bear a permanent label with the reran rfacturer's name or logd, . .city, stale ottlfollOwing • 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 Tur tertninalien and reina.val of NDA. 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 : ite 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. ffd�110� ��' APPROVED' NOA No.: 17-0322.03 Expikation Date: 05110/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL.* Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE.: wy_ This approves ICP Adhesives-Poiysee AH -160 as manufactured by ICP Adhesives and Sealants, Inc, as described in this Notice of Acceptance. Far the locations where the Aesign :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 DimeAsioxis Test Product Description Specifrcatiens Adbt;LveF N/A TAS 101 Two component polyurethane foam adhesive • •Polyset"Ajl-16J) . 0000.. • "ICP AdhesivesToam "' N/A Dispensing Equipment :. •Dis*enser 11TF1000 • • • . J -GI? Adbesives�koPaelt% • • N/A :Dispensing Equipment .../. .py_�, . ... 0000.. 3.gyp`L& 100:.0 '•.'.0 • . .0.00. 0 VRpDUC'TS �IANU*VACTOURED BY OTHERS: .00.00 . • • Anj Miami bade County Vroduct Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of TCP Adhesives Polyset' AH -160 roof tile adhesive. MANUFACTURING LOCATION. Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Com- pressive'Strength ASTM>DJ621 Tensile Strength ASTM D 1,623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM.'D 2856. Results 1.6 lbs./ft.3 18 PST Parallel to rise 12 <PSf-Peapendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40'F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86%A Note: The. physical. properties tsted; above are presentedas. typical average values as determined'by accepted ASTM -test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Azency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Labmatories, Inc. Southwest Research Institute Trinity Engineering Celotex. Corp. Testing Services Test Identifier #94-060 257818 -IPA 25-743,8-3 25-7439-4 25-7438=7 25-7492 NB -589-631 963.7-92 01-16743=011 01-6739-062b[l] 7050.02.96-1 P36700.04.12 P39740.02.12, 529454-2-1- 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 -520:109-6 520,109-7 520191-1 520109-2-1 Test Name/Report Date TAS 101 04/08/94 TAS 101 12/16/96 SSTD 11 }3 10/25/95 SSTD- I'1-93 , 11/02/95 SSTD 11-93 12/12/95 ASTM D 1623 02/01/94 ASTM .E .108 04/30!93 ASTM E 108 11/16/94 ASTM E 84 f 41/1b/95 . . 0000 0000.. TAS 114 • • • •03/14/96 .' ASTM D 1623 • .. • • 04/18/12 • • • • • TAS 101 """ ;•.•.; TAS 12 �..... :0221/12 000:0 0000 . TAS 101 0000.. ... . 10/'2Xg8 00000000.. . . ..'..'' ...... ...... 0 00 TAS 101 % :12%28/98 :0.00: 0 00 0 0 00 . . 0000 0 0 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the PreparedRoof Tile. Assembly for fire rating. 2. ICP Adhesives Polvset' AH -160 -shall solely be used with flat, low. & high the 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 the adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida A-drdmistrative Code. MIAMFD�ADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date:. 04/27/1.7 Page 3 of 11 INSTALLATION: =1 1. ICP Adhesives PolysetT AH -160 -maybe used with any roof tile assembly having a current NOA that lists attachment resistance values;with the use of TCP Adhesives Polyset' AH -160. , 2. ICP Adhesives'Polyset'r" AH -160 s611 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 I.CP 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. TCP 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'Qualifed Applicator' approved and licensed by TCP A ddhesives 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 RTF 1000 dispensing equipment is required before application of aWld$esive. The mix ratio between the "A" component and the "B" component shall be maintained between •;"" 1.0 -MIA): .:..6. IceA`Zhecives Rolfe@V AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP . Adhesives ProPaAli%3@ & 100 dispensing equipment only. . 1: 1CP•Aelhcjives 'I� * * *;ti'" AH -160 shall -not be exposed permanently to suniiglit. • •:8.• Tiley gittstbe ad};it?Cd to freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives • ; • • • • Pol�Set® AH-1601fas'6een dispensed. ICP Adhesives hroliset:' AH -160 placement and minimum patty weight shall be in accordance with the 'Placemen Details �herre in. Each generic tile profile requires the specific placement noted herein. .. . . ..0000 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, LaRw;:i13g1v All Eave-Course 1713.' arches 45-65 Profiles Flat, Low, High Proffles #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, Law, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy bead of tyle 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 0"" bead see*: ' "' Two Piece Barrel. (Pan Tile) Two Piece 65-70 sq. inches • • .:' 34- grans under pall 0000 0000.. .0 ... 0 .0000. 0000 . 0000. LABELING:•••••• ••• ••••• Alla roved products listed herein shall be labeled and shall bear the imprint or identifiabl • • n of the • • • • • • 0 • Pp p p � l�ql'� g manufacturer's name or logo and following statement: "Miami -Dade County Product Control Appjoved ; or toe Miargi • • ; • Dade County Product Control Seal as shown below. 0000.. . 0000.. 00 0 0 .. IAt�t iALJE Ct1UM tY ' . 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 MIAMW�.DEi0UN1Y Expiratian Date: 05/10/22 JAPPROVEDO 7, Approval Date: ()4127/17 Page5of11 ADHESIVE PLACEMENT DETAIL-# 1 th thtoup,11p04 itxcatwm aAid+iyl�.twatlt7Mo3 Vndwr4ymwte ` i Elv�.t-Sttrt±s� fi" ti C •� 11.11 th= OwkteA006 • I�pied} • a�•wb •4 t}ndrrl.yra.nt ? •�•• • • ..... �w . • toKi- to Paddy 46"0r1h Tikt , • Pave clo ute ra.eI'M i through plastic (VA" roCtdr•d? ^s Piddle iB ertiwlhiiwt optbeal ° ErrtCount � ^+�.� ,f,�'► .Fsf�,_,�Patdc. c �� 4 i��,2. ,`i►, J i rr Ofipetlq• 11 L!5;PPROVED Flat/Low Profile Tile . . l / 1 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 the being set. 2-- Continue in. same manner. Insure approximately 17 (I 09.7 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 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. 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 the closest to the overlock of the the being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 lksiithroughpt•tticcamant Paddy)4rn•a%hT1e) twhes+►0quir9d) eett«u optional � .�" Eswcoucz., ;- 4 Ear 0 clOVOV .� i,' "I through pi.ustic C*Ment (When required) Paddyl9en•ath Tile) Undrrtiym.nt ` �► `�� }1 7 In. aet°tens 9p11a4ni� 110 W."', Ir' w ,,. .3:c4 Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (54.8 mm) x .10" (254 mm) x b." (25.4 mm.) foam paddy fflno the-anderlaymew lroyitionetl ax shown -under1he. strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7"-(477.8 -mm) x 1"=(25:4=n )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.:nstiie. approAtMely 10.... • (64.5 cm2) - 12 (77.4 cm2) square inch adlae�i�e •0 0.00 contact with the undersideegf•jtptile. • Medium Profile / Double Pau iNe • • • • 00000 9 • • • •• •• as 6900•0 1. Starting at the eave course; IaMl; a minimum 2" (50.8 • • mm) x 10" (254 mm) x 1''(25.4 mm) foam Nddy • 0 9 a onto the underlayment pomlipne f .as sl oe rider .tie • • • of pan portion of the tile closest to the ovetlftibf the 11 ,being set. Insure approxinraiely 17 (109.7 etn'-) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval- Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAm # 2'(CONTINUED) r + N•tt ugh pLu* c• twh•n rpuirodi p+ldY 150n.wh Tito) 7 in rm•ns•w;•9ai1 1 ,�"'i iataritasvm t{1im. "�.,�1..3ba. r/ Qi1}r:ctl�{a ...... .... . . f • • 0.000• 0000•• Y • 0000• • ••• 0000•• 0.090• •• •• •• • • • ••••9• • • • • 0000•• • • • + • • ••0000 • • •• �G7�A�PPROVED 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 potiion of the the closest to, the Overlock of the the -being set: Insure,approximately 17 (109:7 cmZ)� 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" (1.77.8 mm) x I" (25.4.mm) foam paddy onto the underiayment positioned as shown under tht pan portion of the tide closest to the overloc% of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. Y NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nall through plastic cement paddy (between ties) twhen required) Battens optional ° "x (under tile) Singkpaddr ;,testi Y � S' gle paddy moi` 4 on tmdertayrttet►t 2 x e " coin �. 2 tn. ! Eave closure FW&ow Profile Tile Nauftwd it.ptasticceman (when mgtdred) x_dIn. 2x4in�` ,. dY an ertt�` r ?e t4tn. "•, 2in.` w F se Mediu#(( Proflle.'flie. ?between tiles) (under tilel EaOe Closure 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the undertayment positioned as shown, under the strengthening rib for flat tide or under the pan portion of the tyle 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-- 3 int (109.7-148`4 cm') of adhesive contact with the underside of the the 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 daddy under the strengthenin;rib.fow flat tile, ori under the • • pan portion of the tile, cloy elt* o the; tiidMock f" • .:. the second course the tq *Dr�ipgtalied. Insure • ..0000 approximately 8-9 in` (51!x58.1 cmil ofedhesiw • . ..... contact with the undersideofthe tile, • (Instructions continued on ri<ek7P'aje) • . 0000.. ...... • • • •00°00 . • . • • • • • • • • NOA No.: 17-0322.03 Expiration Date. 115110/22 Approval Date: 04/27/17 Page 9 of 11 0.000• . 0 • • 0 . .0.00 000000 0 0 .•000. •0000 0 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Hail through plastic arc Single paddy under the (when nquired) +` Paddy (between tiles) Battens f w - Paddy (under tile) single o-nunddia 4x4in. . Single 2 x 4 in ...•.. paddy pof t' Eavz loons - `� rams da ` Weephole loin. 2 in. Eave dowre • • • Dfip edge • • N18jt4roflteTlie • ..0000 . ... ...•.. 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/a" (19 mm) paddy on top: of the eave course tile surface as shown, on top of the strengthening rib for flat the 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 (71cm) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head .of the .file. Confinuean.same manner. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL t) Place enough adhesive to achieve 65 do 70 sq in. Steep pitch applications in contact with the pan tile. en required) 2)Turn covers upside down. Place to 1 in.from outside edge ofcover Then install the tile. Ensure 20 to 25 sq. )n. contact area. Underlayment (motar shown) Fascia 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 save 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 (2 54 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 n-tatnwr bringing two pan cour-ses up toward the -edge. 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 underside of thetile..Apply a qi NVVi 1" (254 -mm) bead. of'adb;;VJVdirectly on the inner • edge of each side of t44over tile,.Leave • •• eeeee approximately 3/4" (fgiiamj to 1"••(25... 4 . mm) e from the outside edge•ol:d".tile, ifiVVd:free of foam to allow for expwisltiYi. • 4. Turn cover file over after foam is WIted and • place onto ;pan tile coitrsp! 11sure:a.iniiaynum of • • 20 ('129 cm2) - 25 (161.3 cmz) sauare:il;ich • 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) xT' 001.6 min) 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 MIAMFDADECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 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 A DMINISTIRATION DIVISION T(786)31,5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miangdade.grov/economv Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has bei 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 hay.tlys product or material tested for quality assurance purposes. If this product or material fails to perform in the.aooepted .... • • manner, the manufacturer will incur the expense of such iesiisng and the AHJ' may immediately ceveke, `ibpA f?,•or • . suspend the use of such product or material within their jurisdiction. RER reserves the rightwio tke this acceptance,* if it is determined by Miami -Dade County Product Control Section that this product or mateiiftr Mus to meet the • • • • requirements of the applicable building code. • • • • • • This product is approved as described herein, and has been designed to comply with the FlorAMlding,Gade . ..:..' including the High Velocity Hurricane Zone. of the Florida Building Code. 000000 ' • : • • • • • • DESCRIPTION: Medium Profile Concrete Tile • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following ' statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination. and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0822.14 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino a NOA No. 18-0509.19 Muu�FoaoE CXXJtM Expiration Date. 10/05/21 Approval Date:.06/14/18 Page I of 7 ROOFING ASSEMBLY APPROVAL;. Cateeorv• Sub Category Material: 1. SCOPE: Roofing Roofing Tiles Concrete This approves a system using Eagle Roofing Products Medium Profile Concrete Tile, as manufactured. by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. , 2. ftot rIJcT DESCRIPT oN: , Mss ctnced- by 'Best. Prodivet. 6:066 6 6 Applicant sees Dimensions � Specifications Description • 6666.. 0Medium ProfileConemle • • Lenght = 17" TAS 112 Low profile, interlocking, high pressure extruded ' .... Width = 12'/2" Type lb concrete roof tile equipped with three nail hole • 6666 • • • • • • 6 Thickness= /2 Class III and double roll ribs. For direct deck or battened ••••• • sees ' 6666. . nail -on, mortar or adhesive set applications. ... 6666.. ':'Frim Viee�s . • • • 1_;enghi = varies ' 'T XS 11'2 Accessory trim, concrete roof pieces for use at 66• • 66.. Width =varies ships, rakes and ridges. Manufactured for each the 0; 00 • • 6 • • • • • • • • varying thickness profile. • • 6666.. • . 6• • • •• 2.1 EVmENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction ERPF -001-02-02 TAS 112 Aug. 2I Materials Technologies Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies P0402 Witladmu al Resistance Testing of .Sept. 1993 1 screw vs. smooth shank nails The Center for Applied 94- 0OWB Static Uplift Testing Mar6h, 1994 Engineering, Inc. TAS 101 (Adhesive Set) , The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) NOA No. 18-0509.19 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 2 of 7 Redland Technologies Professional Service Industries, Inc. The Cerner for Applied" Engineering, Inc. The Center for Applied Engineering, Inc. Tlw ,Cenur fcw Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc.. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Letter Dated Aug. Wind Tunnel Testing 1, 1994 TAS 108 (Nail -On) 224-47099 Physical Properties TAS 112 25-7094-1 Static Uplift Testing TAS 102. (4" HeadIap, Nails, Direct Deck, New Construction) 25-7094-7 Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) 25-70944 Static' VI& Testing TAS .102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Project No. 307025 Wind Driven Rain Test #MDC -76 TAS 100 25-7183-1 Static Uplift Testing 'FAS 10Z (2 Quik -Drive Screws, .Direct Deck), 25-7183-2 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) 25-7214-2 Static Uplift Testing 25-7214-6 TAS 102 (I `{Quik -Drive Screw, Direct Deck) (I Quik -Drive Screw, Battens) 528454-2-1 Static Uplift Testing 520109-2 TAS 101 Evaluation Two Patty Adhesive Set System Calculations Evaluation 25-7183 Calculations. Evaluation 25-7094 Calculations Evaluation 25=7496 Calculations Evaluation 25-7584 Calculations 25-7804b-8 25-7801-4 & 5 25-7848-6' Calculations Aerodynamic Multiplier Calculations Restoring Moment Due to Gravity Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 0000 • 0000 • • • • deb. 1 X95 . 0000.. 0000.. • 0000.. • •::::Feb.1i9'J••• 0000.. ... . .. 00 .. ••.A* rch, 199!,, :00 • 0.. .. . . .0 • 9e:06 Sep. 1998 Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. NOA No. 18-0509A9 Expiration Date: 10/05/21 Approval. Date: 06/14/18 Page 3 of 7 M ATL of South. Florida. RT12.11.03-15 TAS 112 12/17/15 , ATL of South Florida RT0706.02-17 TAS 112 09/25/17 DAPF-001-02-04 TAS 101 (2 PD) 11/30/17 PRI Construction DAPF-003-02-01 TAS 101 (LRG) 04/06/18 ;. materials Technologies DAPF-003-02-03 TAS 101 (MED) 04/06/18 3. L1ffA,,noNS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix W. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. ' 9:060,140 � umdertaymeig: sh�?.l� be: iu compl ex wi thc: appli+cabte, R mg- Appliccati v, Standards hstcd sewtiorl4.l htroin. • + •. • 6 6 3.5 30M:ot moqpAO.Underlayment applications may be installed perpendicular to the roof slope unless stated 0 0 0 0: otherwise by Ocounderlayment material manufacturers published literature. 0.0. *3.6 7M g¢ceptapee ig for wood deck applications. Minimum deck requirements shall be in compliance with • • a pplic Able Butldfng Code. 0::::-3.7 LIT products%50d jierein shall have a quality assurance audit in accordance with the Florida Building Code and .Ruto 51 VQ&3 Gf the ,Florida Adn inistratave Code. 0.0060 9999.. •4'.: INU4LATMN 6 : 4.1.. Ugle Roofing Products LLC, Medium Profile Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (M and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Medium Profile Concrete Tile 9.5 1.417 1.04 Table 2: Aerod namic Multipliers - % (ft3 Tile Profile Profile Batten ,Application Dir ct Deck Applica n: Medium Profile Concrete Tile )0.305 '0:282 le : Restoring, Moments due to Gravit - M ft -Ib Tile Profile 1:1 4":12" 5":12" 6":12" 7":12" or greater Medium Profile Concrete Tile BattensLeck ens Direct- Deck Battens Direct Deck Battens Direct Deck Battens Direct 6 3Q 6 _; 6.54 ' 6.08+' 6:.41° SAI 6x25, 577 [:Md NOA No. 18-0509.19 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile 3 The Dow Chemical Company TileBond Average weight per paddy 11.4 grams. 26.1 (min 15/32" plywood) (min. 19/32" plywood) 3 Wum profile 2-10d , R ri , Shank Nails 2.7.8 37.4 28:8' Concrete Tile 1-10d Smooth or Screw 8:8 11 A 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Sharfk Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 • •�.2 Shank Nails Eave Cli • 2-10d- Ring Shank t4ailss 43:0: 67.5 • • • • • • 50.9 • • 1 Installation with a 4! the headlap and fasteners are located a min. of 2'f="from head of tile. • • • • • • :. • • • • • 66600 Table 5: Attachment Resistance Expressed as a Moment Mf (ftrfty • •: • • for T Patty Adhesive Set Systems • • • • • • • Tile Profile Tile Application MNh ;ufn AttActAent • • : Rbeistahce •• Medinm,Profale Concrete S1& Adhesive2 • • 2 See manufactures component approval for installation regigrements. 3 The Dow Chemical Company TileBond Average weight per paddy 11.4 grams. 26.1 ICP Adhesive Polyset ® AH -160. Average weight per patty 8 grams. 1 5 DAP Foam Touch N Seal StormBond 2 Roof Tile Adhesive. Average weight per paddy 8 grams. 101 NOA No. 18-0509.19 CMIAMI-DADE COUNTY Expira�tio�nDzte: 10/05/21 Approval Date: 06/14/19,' Page 5 of 7 Table 6: Attachment Resistance Expressed, as a Moment --Mr (ft4bf} for Single Pat . Adhesive. Set Systems Tile Profile Tile Application Minimum Attachment Resistance Medium Profile Concrete Tile Adhesive 2 See manufactures component approval for installation requirements. 3 Large pad oy placemenA of 54grarms of tCP Adhesives Po`(yset®-A'H-180. 86.61 4 Medium paddy placement of 24grams of 1CP Adhesives Polyset® Ali -160. 45.5 5 Medium paddy plmeomem of 26. ms od DAP Foam Vouch N Seai'Stom-d3ond 2 Roof Tile Adhesive 34 6 Large paddy placement of 55.5 rams of DAP Foam Touch N Seal StormBond 2 Roof Tile Adhesive 61 NOA No. 18-0509.19 CMIAMI-DADE COUNTY Expira�tio�nDzte: 10/05/21 Approval Date: 06/14/19,' Page 5 of 7 I " Table 7: Attachment Resistance Expressed as a Moment. - Mf (ft-t'hfj 4 + , ,,. r' for Mortar•.Set Systems , Tile > ` ' m Tile,- , " Attachment Profile Application Resistance Medium Profile Concrete Tile Mortar Set' , 20.60 1 Tile-Tite Roof Tile Mortar. 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved''. • 0000•• _ •6.60• • 0000•• • •• 0000•• 0000•• • • • • 0000 06.60 •9000: 0EAGLE1 000.• • • 09.0• • •0• •966.6 669669 60• • • r ORIDA FL • • so 966.60 • • • • •6.96• • • a •09.6• • ' 1 �' f`'�! . •06••9 • � 6• � • • • •" 9 • • • (LOCATED ON UNDERSIDE OF TILE) 66.9 OR EAGLE FL of, (LOCATED ON FRONTSIDE OF TILE) 0 MEDIUM PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT NOA No. 18-0509.19 CMIAMH�=E COUNTY Expiration Date: 10/05/21 • • Approval Date: 06/14/18 Page 6 of 7 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation, of this system. PROFILE DRAWING NAIL HOLE • 1711 • 2 ry MEDIUM PROFILE 'CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMFDADE CO NOA No. 18-0509.19 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 7 of 7