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RF-15-2692 4 AC132 Engineering Inc. 12/17/2015 Testing & Engineering Services Certification of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245.8976; Fax: 954.301.7776 5230 NE 18 Avenue Fort Lauderdale, FL 33334 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: T& S Roofing Systems, Inc Test Date: 12/17/2015 Permit# RF-10-15-2692 Property Address: Brady, Residence 1080 NE 95 Street, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3 in 12 Eagle Roof Tile 30.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 12.00 sq 18 As per FBC 2014 Passed Field Area: 18.00 sq 18 As per FBC 2014 Passed No.of Corner: 8 8 As per FBC 2014 Passed Ridge Areas: 170pcs 15 As per FBC 2014 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cortdial , ACB2 n ne ing Inc. (NOA 09-1005.01) Ant cevedo, PE Fla. R g. No: 3 �V ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE 18th Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 O r � e �Sn RFs Miami shores Village um Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �lORTel: (305)795.2204 Fax: (305)756.8972 RE: Permit# '�—� ���� �f Z DATE: is INSPECTION AFFIDAVIT I ��.®� �� licensed as a(n) ontractor/Engineer/Architect, (Pdnt name and drde License Type) FS 468 Building Inspector License#: v On or about ,2 02 l I did personally inspect the roof deck nailing work at 1 n'N® N G (Complete Job S&e Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this ��tlyAg�, SHEILA GONZALEZ Notary Public,Sate of Florida at Large_. ® NOTARY PUBLIC _STATE OF FLORIDA W Comm#EE873133 sVice rslib Expires 2/10/2017 'General,Bulklin,ResidenW.or Ruing Contractors or any k dWual oeaW under 468 F.S.to make such an brspecfn.Include photographs of each plane of the mof whh pem>it#and address#deady shown marked on the deck for each Inspection P �nnnrm4e%A1')4W e alt Am. RF_ 0 S- ve><®'?mss Miami Shores Village I Pe Type � f., 10050 N.E.2nd Avenue NEP Wo r Classificedon.file Miami Shores,FL 33138-0000 3;• Phone: (305)795-2204 l?e tlt tr PRO f R� 1001 Expiration: 04/19/2016 Project Address Parcel Number Applicant 1080 NE 95 Street 1132050120020 DANIEL BRADY Miami Shores, FL Block: Lot: Owner Information Address Phone Cell [D:ANI7LBRADY 1080 NE 95 ST MIAMI SHORES FL 33138-2548 Contractor(s) Phone Cell Phone Valuation: $ 18,000.00 T&S ROOFING SYSTEMS INC. 305/265-2654 _ _ Total Sq Feet: 3000 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF TILE Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Review Roof Renailing Affidavit Review Building Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-10-15-57516 CCF $10.60 10/22/2015 Credit Card $846.80 $0.00 DBPR Fee $4.50 DCA Fee $4.50 Bond#:2891 Education Surcharge $3.60 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $14.40 Total: $846.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC L,P ING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNationan VIT: ce ify t at all the regoing information is accurate and that all work will be done in compliance with all applicable laws regulating constning. Fu herrn rau orize the above-named contractor to do the work stated. October 22, 2015 d Signa re:Owner Applicant / Contractor / Agent Date Building Dep rtme t Copy October 22,2015 1 Miami Shores Village I g Department - ? Buildin De artment OCT 2 2 201 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 544 BUILDING Master Permit No-W 19- 2682- PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �j° {- CONTRACTOR DRAWINGS JOB ADDRESS: �°y q ` s 1 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ` -110S- O L Z® 00Is the Building Historically Designated:Yes NO Occupancy Type: Load: `Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): l.�` � ' Phone#: Address: 0 �,Z q- � City: GI I � State: �� Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: S � Phone#: ���— �C 3-,L/ Address: qq City: '�1 I State• Zip: 1 Qualifier Name: oj\ bve6 01 Phone#: State Certification or Registration M I �,v _„Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 6'C) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration 4 ❑ New Repair/Replace E] Demolition Description of Work: Ue�_1-©c` Specify color of color thru the:��)�\' Submittal Fee$ Permit Fee$ I` CR3 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ �� TOTAL FEE NOW DUE$ 0 (Revised02/24/2014) L (� ' 4 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature '� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20 by day of ,20 by ,who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign Sign' Print: Print: Seal: Yei,•. RAFAELAMORErn Seal: o RAFARAMORErn MY COMMISSION#FF 127227 .- MY COMMISSION 9 FF 127227 a€ EXPIRES:May 28,2018 'off EXPIRES:May 28,2018 Bonded Thro Notary Public Undenvdtere of qy4•' Notary Pubft UndeAftre p Boomed 7hru APPROVED BY �3 1 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r MIAMI � f OCT 2 2 2'M am "Peli►eriug E.rrellenre Every VW 5 " ---- ADE COUNTY ------ REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15(High Velocity Hurricane Zone are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as of the agreement between the owner and the contractor. 2.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be renfiiled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones)of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units(l.e, townhouses,condominiums, etc.). In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. F4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be from below. The owner may wish to maintain the architectural appearance; therefore,roofing nail penetrations of the underside of the decking may not be acceptable.The owner provides the option of maintaining this appearance. 5.Ponding water: The current roof system and/or deck of the building may not drain well and may taus water to pond (accumulate)in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. E6c .Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof is not overl ailed from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers(wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance wit the requirements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing. 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the inrior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. •• ... . . • • • •. • • •. •• ' ' �ni, ;sus ,� • � E^, Owner's/Agent's Signature: DA,'- Contractor's Signature: • 000 ••• 000 • •• b v .r Property Address: • •• t y F-P� tS a,. c ••• ••• `, ':,, ,�-r7COM PLIANCEWITH ALL FEDERAL • • • • • • • • • • ••• • • • 12:14 • •• •• • • • • • •0:., •'• ��► i`' '' �' /iiU! ,�.5 Anli� f�FGIJI_ATIO JS ••• is -2-6gz i OWNER'S AFFIDAVIT OF EXEMPTION Roof to Wall Connection Hurricane N itigation Retrofit for Existing Site-Built Single Family Residential Structures Pursuant to Section 553.844 F.S. Date: To: Re: Owner's Name: Property Address: 1080 _72.)31 318 Roofing Permit Number: Dear Building Official: ' 3certify that I am not required to retrofit the roof to wall connections of my buildin because: The just valuation for the structure for purposes of ad valorem taxation is less than 5300,000. The building was constructed in compliance with the provisions of the Florida Building Code(FBC) or with the provisions of the 1994 edition of the South Florida Building Code(1994 SFBC) 0—s— lt2� — Signature of Property tom► RrJIG�. , � Y,,,.,,, RAFAELAMORETTI Print Nam z*: + MY COMMISSION t FF 127227 iH h % dd ThrEXPIRES:May�u dgtr s STATE OF FLORIDA COUNT OF MIA I DADE suwn to and before ee this- Dat/of ,20_„ _Pczsona1Iy kw%-n or Pwdacad ktcn ification •• ••• • • • • • •• • •• • • • • ••• • When the just valuation of the s"&uu&CbT lt4pol0s*4rgA4'ahorem taxation is equal to or more than $300,000,and the building was not constructed in compliance with the FBC nor with the 1994 SFBC,and affidavit of Roof to Wall Connection Hurricane Mitigation• •.•Rtroefit must be provided. • .•. ••• .•• •. • • • • . . • . • •• • • . • • . •. ••• • • • • .•• • • :•: : : : 10:14 • %• • • • • • ••••• • •• • • • • • ••• • • • 000 0 0 9/21/2015_ Property Search Application-Miami-Dade County ffl" E OF THE PROPERTY APPRAISER fin! Summary Report Generated On:9/21/2015 Property Information Folio: 11-3205-0U-0020 Property Address: 1080 NE 95 ST Owner DANIEL T BRADY&W JULIEANN Melling Address 1080 NE 95 ST MIAMI SHORES,FL 33138-2548 Primary Zone 1400 SGL FAMILY-3001-3250 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNIT s Beds/Baths/Half 3/3/1 Floors 2 ; Living Units 1 Actual Area 2,885 Sq.Ft Living Area 2,105 Sq.Ft Adjusted Area 339 Sq.Ft °� r Lot Size 8,927.6 Sq.Ft Year Built 1949 Taxable Value Information 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value 1 $50,000 $50,000 $50,000 Land Value $271,944 $240,822 $163,018 Taxable Value 1 $196,000 $194,048 $190,442 Building Value $162,795 $158,855 $158,855 School Board XF Value $3,265 $3,290 $3,315 Exemption Value 1 $25,000 $25,000 $25,000 Market Value $438,004 $402,967 j $325,188 Taxable Value 1 $221,000 $219,048 $215,442 Assessed Value 1 $246,0001 $244,048 $240,442 City Exemption Value 1 $50,000 $50,OEE $50,000 Benefits Information Taxable Value 1 $196,000 $194,0481 $190,442 Benefit Type 2015 2014 2013 Regional Save Our Homes Cap Assessment Reduction $192,004 $158,919 $84,746 Exemption Value 1 $50,000 $50,000 $50,000 Homestead Exemption $25,000 $25,000 $25,000 Taxable Value 1 $196,0001 $194,048 $190,442 Second Homestead Exemption $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales Information Board,City,Regional). Previous OR Book- Sale Price PageQualification Description Short Legal Description 04/01/1996 $195,000 17164-0037 2008 and prior year sales;Qual by exam 5 53 42 PB 41-44 of deed KIRBYS ADD TO MIAMI SHORES • • • . . • • • LOT �• •i ••i i i•i �• LOT SIZE 81.160X110 ••• ••: ••: •. ; ; •�• OR 17164-0037 0496 1 The Office of the Property Appraiser is continually edftingpand updating tRe•Cx?&l;This yldb�sitd'mty not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,se@ full 4claiyie6lnd tjstr Agregm&t aPhttp://www.miamidade.gov/info/disclaimer.asp • •• • • • • • • •• ••• • • • • • Version: ••• • • • • ••• • • • • • • • • • • • • ••• 0 • • 400 0 • I I, .011AM1-DiADE Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section A(General Information) Master Permit No: Process No: Contractor's Name: FND S ROOFING Job Address: 1080 NE 95 ST Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ❑✓ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof ✓❑ Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑Yes ❑✓ No If yes,what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) 0 Steep Sloped area (ft?) 3000 Total (ft?) 3000 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a'x a'): p eel 00 I • •. • •Y• •• • • • •• *be 000 . . . • . • . ••• • • Y • ••• • • • • • • • • • • • • • ••• • 0 • ••• • • r 1.• t '_ � Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section D file Roof System Roof System Manufacturer: EAGLE ROOFING PRODUCTS Notice of Acceptance Number(MOA): '� � � �•• �� Minimum Design`,Hind Pressures,If Applicable(from RAS 927 or Calculations): P 1.9TP 2:ETI P 3:11100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 31.3 ps f Fill in the specific roof assembly components.if a component is not required,insert not applicable(n/a)in the text box. r Deck Type: I-5/8"Plywood— Optional Insulation: Optional Nailable Substrate: r IR Roof 51opa: 1 ,Y12" Optibnal Nailable Substrate Attachment: Roof Mean Height F157 ft. Basesheet Type: Method of Tile Attachment: �`� S Q A —Adhesive, 2 Small Paddy Polyfaam Polypro— Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1 1/4 RS NAILS 6"OC AND 10"FIELD Tile Underlayment(Cap Sheet)Type: Drip Edge Size&Gauge:' 73"face 24 ga.— 11 CO {u syy f) U rj Tile Underlayment Attachment Method: Drip Edge Material Type: --Galvinized Metal— •• ••• • SELF ADHERED Drip Edge Fastener Type: III 1/4 RS NA L•S•• •• *.6 •rile profile: _ I BEL-AIR Hook Strip/Cleat gauge or weigh III--•Selett HookSVt-p ••• . . y.`5 rr^.•r • •• • • • • • • % 064 • • • • • ••• • • • • ••• • • • ••• • • 000 ••• • • T: JIB t�Or il• A►DE Miami-made County HVHZ Electronic Roof Pori-nit Forlm "Dellirerfaig,Excellence Every Day, Section E(Tile Oalcuatlons) Method I "Moment Based Tile Calculations Per RAS 127" For Moment based file systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the file attachment method is acceptable. P 1: 39.1 XX .278 = 10.86 _Mg; i.1 =Mr1: 5 31.3 NOA Mf P 2:KI x X .278 = 18.93 -Mg:lit'I =Mr2: +Z 5 31.3 NOA Mf P 3: 100.7 x .278 = 27.99 _Mg;�'�, =Mr3: ZG�,Zy' s 31,3 NOA Mf Method 3"LlPlifd Eased Tile Calculations Per RAS 127„ For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr.If the F values are greater than or equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. xw:�= -W�=� xCos 9: Fr1:�s� NOA F' P2:= x1;�=�xw.�= -W�=� xcos 9: Fr2:�S� NOA F' P3:E7] x1:�:�xw:�=�_W:�=� xCos 9: Fr3: :5 NOA F' Where to Obtain Information to complete tale calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional _ engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 9 Job Site _�• -- IAerodynamic Multiplier 'Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance – ^– Mf �J Product Approval(NOA) 'Required Moment Resistance Mr • • • • • • • • • Calculated Minimum Attachment Resistance F' . • ••; ••; 0.0 ••• Product Approval(NOK) Required Uplift Resistance Fr Calculated — Average'PleWeight I _ W ••• •:' ";mo0 �! . 0 • • • • • • Product Approval(NOA) Tile Dimensions I=length •• • 000 ••• ••• �. - w=width Product Approval(NOA) KlAM 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/eeonomy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 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:3Mrm 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire N04•shaJL bg pro`idel tp the user by the manufacturer or its distributors and shall be available for inspection at the job site at tht rtq$e:t Of th$$'gilding Official. . •• • • • • ••• . This NOA revises NOA 13-0502.02 and coNist?bf patts Mhr'butlPf l. The submitted documentation was reviewed by Alex Tigera. . ... ••• ••• . ••• . . .. . % MIAMFDADE CO NOA No.: 14-0805.01 �ggymfrnl • ••• Expiration Date: 05/10/17 • • • • • • Approval Date: 09/04/14 • • • ••• • Page 1 of 11 . . . .. .. . . . . . :.90: .. .. y ROOFING COMPONENT APPROVAL: Category Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company 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 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Proper Test Results Density ASTM D 1622 1.6lbs./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./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability 4$TUD•2 x,26• 0-04/o Volume Change @-40°F.,2 weeks : •.: : ;4:5.0%Volume Change @158°F., 100%Humidity,2 . •• • • • . .•• • . . v0ee. ... .. 0 .. . . . .. Closed Cell Content ASTM D 2856 86% Note: The physical properties listed aboie are prewated jv typical gyerage values as determined by accepted ASTM test methods anti are subject to noamal bitnutacturing variation. ••• • 0 0 a a NOA No.: 14-0805.01 MIAMFDADE COUNTY Expiration Date: 05/10/17 ••+ • • ••• • Approval Date:09/04/14 Page 2 of 11 • •• •• • • • •• •• ••• • • • ••• • • 1 f EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3NC 2-Component Foam Roof Tile Adhesive 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 3NC 2-Component Foam Roof Tile Adhesive 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 aWg4ge audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Cade. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . ... .. . . . . . . . . . .. . . . . . . .. NOA No.: 14-0805.01 MIAMFDADECOUNTY Expiration Date: 05/10/17 �gjvyafnvl ev Approval Date: 09/04/14 Page 3 of 11 . . . . . . . . . . . .. .. . . . . .. ... . . . ... .. . l � INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTm 2-Component Foam Roof Tile Adhesive 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 file assembly NOA. 3. 3M111 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MT111 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the Placement Details'herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ..• •.. ... . ... • • . . .. . . . . . . . . . .. . . . . . . .. .' ' NOA No.: 14-0805.01 MIAMW=E COUNTY Expiration Date: 05/10/17 ... . . . . ... . . Approval Date: 09/04/14 . . . . . . . . . . Page 4 of 11 . .. .. . . . .. .. ... . . . ... . . Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq.inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 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 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. MIAL1507- COUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . ... .. . . 00 . . . . . NOA No.: 14-0805.01 MIAMI•DADECOUNTY Expiration Date: 05/10/17 ••• or Approval Date: 09/04/14 • . Page 5 of 11 . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL##1 + �plaseu crac. trrdldX nnoaaW 6 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 cm)—23 (148.4 cm) square inch adhesive f:_'� f -may .. �•y'.•`i contact with the underside of the tile. X12 M mauls ms=s<>Y Nall thwugh.pta"kcement Medium Profile/ Double Pan Tile (when requirrd) PAdyte.,,e*ehs.I.1 1. 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 _ s 'f , '••-,;.:�--_ .� �-...L� under the pan portion of the file closest to the I '`�- ,• r` � '- overlock of the tile being set. int 'ti' ` ` ,- _ F % s l"`�la` $ ''_ ' s ^• -" `f'* 2. Continue in same manner.Insure approximately 17 •ttZsrfso al i ..a:_.-.� -,.- , �•' 2 2 (109.7 cm)—23 (148.4 cm) square inch adhesive -- •-`� ��`� �. °` fir contact with the underside of the tile. live 6mv°Cavrsa= .�' w—Fascia Offmg7,plo"Ir --.,,• High Profile/Single Pan Tile N-hats ra quevad¢ _ 'y IR•tnneeW4flgF 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam �, �:..��.���1y�.�'.ati,,,ti ,• � paddy onto the underlayment positioned as shown imaa x ~:'': - 'z ?• '�•. under the pan portion of the tile closest to the oIn."` ° overlock of the tile being set. 2. Continue in same manner.Insure approximately 17 ° al _-k �'-.> L�k.,,• �r.��.,�,.�:��•�fes'' (109.7 cm)—23 (148.4 cm)square inch adhesive 000tAt Wvii:�h'The underside of the tile. -'��'s,.y f'yam- •._�. .�' Faster • • • • • • • • • lg ire"--•.� �3 fn. .=-_„ _ • •• • • • • • • •• NOA No.:14-0805.01 Mu Nnane COU nr Expiration Date: 05/10/17 •.. ..• • Approval Date: 09/04/14 • ' ' Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 f"II*r4mal+pulveiam6ne Flat/Low Profile Tile o'TM�• 'T�'•a* + °;'�; '�, j 1. 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) a,ec. o�r�.nai `: ti's :.• —23 (148.4 cm)square inch adhesive contact with the underside of the tile. }; 2. At the second course,apply a minimum 2" 50.8mm Faada x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the y } •- 'rte_• ~� d'! r-IZ _ •', �.. ,,.j.� r`' underlayment positioned as shown under the strengthening rib closest to the overlock of the tile ten VV5WV----- being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm) - 12 (77.4 cm)square inch adhesive contact with the underside of the tile. � ���� ��� Medium Profile/Double Pan Tile cemeril *lien mqufredi `'�. tie8dyloen.�eh7na� 1. 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 pan portion of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm2)— m, F �, 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm) square inch adhesive contact with the underside of the tile. .. ••• . • • • . .. •+ •; •fpsy�tVX anntinued on nextpage) • • • • • • so *so • .+ . . . • . . . . •: • • • NOA No.:14-0805.01 MIAMI-DADECOM Expiration Date: 05/10/17 a e ••• + • • . +•• • • Approval Date:09/04/14 • • • : Page 7 of 11 • • • • • • • • • • • •• •• • • • •• •• ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) NMI thmo Mca �v.��ra•re�►�it1,a High Profile/Single Pan Tile 4W*M Mtuireo �``�ar� `t •-'` 4 1. Starting at the eave course,apply a minimum 2" 50.8 mm)x 10" (254 mm)x 1"(25.4 mm)foam paddy 07— ��-ti. 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)— p =�2IM 23 (148.4 cm) square inch adhesive contact with the Utten:„ ���` `` LL ';P` underside of the tile. r 2. At the second course,apply a minimum 2"(50.8mm) Ewe t oune �� , `�+ r�"FMMR x 7"(177.8 mm)x 1"(25.4 mm) foam paddy onto the wwwphe'.. underlayment positioned as shown under the pan 10h. a�, a�'�F , " � ' EW"caws' portion of the tile 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 adhesive contact with the underside of the tile. .. ... . . . . . .. . .. . . . . ... .. ... .. . • . .. . ... •.• ... . ... • .. . . . . . . . . . . NOA No.: 14-0805.01 MIAMMuADEcOUNrW Expiration Date: 05/10/17 ... ... Approval Date:09/04/14 • . . Page 8 of 11 . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 MW[dmoophnVccernenten eaaJ pa toes) 1. On the eave course only,apply a minimum 2" (50.8 Bettensoptienal a mm)x 10" (254 mm)x 1" (25.4 mm) foam paddy ' Pafri tk) onto the underlayment positioned as shown,under ty19n&paft the strengthening rib for flat tile or under the pan aaet�afvile f portion of the tile for low or high prof Ale the closest to the overlock of the tile being set.Leave PP approximately 4" (10 1.6 mm)up from the eave � --,, edge free of foam to prevent the expanded adhesive �►� � `r 214tH �'` from blocking the weep holes. Insure •e' ~'""y approximately 17-23 int(109.7-148.4 cm)of io •, adhesive contact with the underside of the tile esda —ravedosm 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below FIet/LawProfgleTlle the second course line positioned foam paddy under the strengthening rib for flat tile,or under the madusu lsplastic oemeot 9ngWPWYUr1dfftRe pan portion of the tile,closest to the underlock for i`"hffl regQ&` pait►et�ee�ffi� the second course tile to be installed. Insure w approximately 8-9 int(51.6-58.1 cm)of adhesive Bavens r[tmdaMet contact with the underside of the tile. optTowl swe , i' ' (Instructions continued on next page) CM top •_�, :sin. :41n`` " epa"an tm eft ,y rain. ain. Eare®osme Ewe cwme l Fasda Madlum ProilleTlle .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . ... .. . . . . . . . . . .. . . . . . . .. NOA No.: 14-0805.01 MIAMI-D"ECourirr Expiration Date: 05/10/17 Approval Date: 09/04/14 ... . . . . ... . . • Page 9 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Maflthm¢ piasdc Sr depad*mWerdle t �ire� dW 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x V �' � (19 mm)paddy on top of the eave course tile Baumd surface as shown,on to of the strengthening rib PaWy[undw ilei p g - - for flat tile or on top of the pan portion of the tile, Singleclosest to the underlock of the first course of tile. Install second course of tile.Insure approximately 141,, 9 (58.1 cm2)- 11 (71cm2)square inch adhesive contact with the underside of the file at the overlap pawron 2z4 contact and 7(45.2 cm2)-9(58.1 cm2) square inch tw of Ise �'N , adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Fasda WeMhoie loin. tin. Eaeedomm • Di edge Hlgh PmfileTft • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • ••• NOA No.: 14-0805.01 MIAMFDADEeouNTY Expiration Date: 05/10/17 I ••• ••• Approval Date: 09/04/14 • • Page 10 of 11 . . . . . . . • . . •• •• . • . •• 0• j ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" In Plate enough adhesive to achieve 65 to 70 sq in. Steap pitch red) at)ons (/50.8 mm x 10"/254 mm. x 1"/25.4 mm foam In coMattwith the pantile. when required) l ) l ) l ) 2)Turn coven upside doom.Place adhesive in paddy onto the underlayment positioned as to in.from outside edge of cow tile. shown under two adjacent pan tiles. Support eave Then Install the tile.Ensure 20 to 25 sq.In.contact area. "-,° tiles from rocking until adhesive has a chance to - llnderiaymerK cure.��"".�-� 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65 (419.4 cm)—70(451.6 cm) + c square inch adhesive contact with the underside Sheathing of the pan tile. Eave dasure (motarshown) 3. Turn covers upside down exposing the underside weephole Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion ofthe am course cover tile.Abut to second course of edge of each side of the cover tile.Leave pan tiles.Enure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course.Insure a minimum of 20 (129 cm)-25 (161.3 cm) square inch contact area on each side of the cover tile to the pan tile.Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized, stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .• •a• • . . • • .. . .. . . . . ... . .. ...• . . . . • .. ..• . . .. • •w• ••• ••• • ••• • • • • • •• • • •• •• • • • • • •• • • • • • • •• ••• • • NOA No.: 14-0805.01 MIAMPDADE COUNTY Expiration Date: 05/10/17 ormi Approval Date:09/04/14 ••. . • . . ... • . i :00 i s ; Page 11 of 11 ••• • • • ••• • • MIAMNDADE MIAMI-DARE COUNTY K=NWM 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)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Kirsch Building Products,LLC. 1464 Madera St.#387 Simi Valley, CA 93065 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: Sharksldn Roof Underlayment Systems 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 N©A shall jop*rgdtlefi to Ike user by the manufacturer or its distributors and shall be available for inspectim7-at the jbb site It t4e request of the Building Official. This NOA renews and revises NOA No. 09-1123.02 and consists of pages 1 through 8. The submitted documentation was revieweaby Jofg't:L!Iteboi•• • . .. . . . . . .. NOA No.: 15-0421.10 Expiration Date: 07/14/16 Mwr�i®ut�tr Approval Date: 07/30/15 • ••' ••• Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub—Category: Underlayment Material: Polypropylene TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Sharkskin Comp® 48"x 250' ASTM D226 A multi-layer laminated roof underlayment Manufacturing Type I or II comprised of a high-strength woven Location #1 polypropylene base with a UV&antioxidant protection bond layer and a slip-resistant top layer. Sharkskin Ultra® 48"x 250' ASTM D226 A multi-layer laminated roof underlayment Manufacturing Type I or H comprised of a high-strength woven Location #1 TAS 104 polypropylene core with a UV&antioxidant protection bond layer to both sides and a slip- resistant top layer. Sharkskin Ultra 48"x 250' ASTM D226 A multi-layer laminated roof underlayment Radiant® Type I or H comprised of a high-strength woven Manufacturing polypropylene core with a reflective barrier on Location #1 the underside and a UV&antioxidant protection bond layer on both sides and a slip- resistant top layer. Sharkskin Ultra SA® 48"x 125' TAS 103 A multi-layer laminated roof underlayment Manufacturing comprised of a high-strength woven Location #2 polypropylene core between two layers of UV &antioxidant protection bond and a self- adhering underside and a slip-resistant top layer. MANUFACTURING LOCATIONS: 1. Ahmadabad,India 2. Newburyport,MA EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity I ERD K6550.08.07 TAS 114-C 08/20/07 K0810.12.05-R1 ASTM D1623 10/06/09 K3140.05.10 ASTM D1623 05/18/10 K654j.bk=4 kffFM D226 10/08/09 K6540'.03.0'$1; ; ,TVi03/TAS ll7-B 03/10/08 K6546.03*d$2 •• 'TAS i 04/TAS 117-B 03/10/08 K9210.05.08-R1 TAS 103/TAS 104 11/13/09 ••• •% 9'ASTkCV5%V7/ASTM D4798 KRS-SCj39Q,A3!1 %3;•• T•Aj ;03:ASTM D1623 07/09/15 ••• ... NOA No.: 15-0421.10 • Expiration Date: 07/14/16 MIAMI•DADE COUNTY i i • i i•i i i • i • • •• •• .. .. Approval Date: 07/30/15 .•• • ••• Page 2of8 APPROVED SHARKSKIN SYSTEM ASSEMBLIES: Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System E(1): Base sheet mechanically fastened to deck, subsequent cap membrane self-adhered. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra®applied in single coverage method parallel to the eave with minimum 4"horizontal laps and minimum 6"vertical laps applied as specified below. Fastening: Mechanically fastened with approved nails&tin caps spaced 6"o.c. at the 4" horizontal overlaps and 10"o.c.in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Ply Sheet: (Optional) Sharkskin Ultra SA®, self-adhered with minimum 2"horizontal overlaps and minimum 6"vertical overlaps.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Membrane: Sharkskin Ultra SA®, self-adhered with minimum 2"horizontal laps and minimum 6"vertical laps.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact.Remove the release liner as the membrane is applied. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12"o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Surfacing: Approved for asphalt shingle,mechanically fastened roof tile,foam-adhered roof tile,non-structural metal roofing,wood shakes&shingles or slate roof assemblies as specified within the Roof System NOA. Note: For tile roof assemblies,refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For foam-adhered file roof assemblies, approved for use with 3M 2- Component Foam Roof Tile Adhesive AH-160,Dow TILE BOND Roof Tile Adhesive and Convenience Products Touch n' Seal StormBond Tile Adhesive. .. ... . . . . . .. . .. . . . . ... . •• ••• •• • • • •• • ••• ••• ••• • ••• • • • • • • • •• • • • • • • • • • •• • • • • • • •• ... • 0:0 NOA No.: 15-0421.10 •• • Expiration Date: 07/14/16 MIAMI�DADE COUNTY • • • • • • • • •• •• •• •• Approval Date: 07/30/15 ••• • ••• Page 3of8 Deck Type 1: Wood Deck Description: "/32" or greater plywood or wood plank System E(2): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Comp®or Sharkskin Ultra®applied as specified below: Fastening: For slopes 3.5 : 12 (16.2')or greater: Shall be applied in single coverage method,parallel to the eave overlapping each course with a minimum 4"horizontal lap. Mechanically fastened with approved nails &tin caps spaced 6"o.c.at the horizontal laps and 10"o.c. in a grid pattern having three,equally spaced, staggered rows in the field of the sheet. For slopes 2.5:12(11.8')to 3.5:12 (16.2'): Shall be applied in a double coverage method,parallel to the eave overlapping each course with a minimum 24"horizontal lap.Mechanically fastened with approved nails&tin caps spaced 6"o.c.within 4"of the bottom edge of the horizontal laps and 10"o.c.in three equally spaced,staggered rows in the field of the sheet. Surfacing: Approved for asphalt shingle,non-structural metal roofing,wood shakes& shingles or slate roof assemblies as specified within the Roof System NOA. .• ••• • . • • • .. • Y• • • • • ••• • •• ••• •• • • Y •• • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • •• ••• • • • 1:0 • NOA No.: 15-0421.10 ' • Expiration Date: 07/14/16 MIAMI�DADE COUNTY • • • • • • • • • • APPROVED .:. :" '. '.' .;� ;• •; Approval Date: 07/30/15 Page 4 of 8 a r , Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System E(3): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra®applied as specified below: Horizontal Battens: Fastening:For slopes 3 : 12 14°)oregr ater: Sharkskin Ultra shall be applied in single coverage method with the printed side up,parallel to the eave,overlapping each course with a minimum 4"horizontal laps and minimum 6"vertical laps. Mechanically fasten Sharkskin Ultra with approved nails&tin caps spaced 6"o.c.at the horizontal laps and 10"o.c.in a grid pattern having three,equally spaced,staggered rows in the field of the sheet in accordance with RAS 119.Install battens over Sharkskin Ultra in accordance with RAS 118. Counter Battens: Fastening;: For slopes 3 : 12(14°) or eater: Sharkskin Ultra®shall be laid horizontally in single coverage method with the printed side up,parallel to the eave with minimum 4-inch horizontal laps and minimum 6-inch vertical laps.Mechanically fasten Sharkskin Ultra with approved nails&tin caps spaced 6"o.c. at the horizontal laps and 10"o.c.in a grid pattern having three,equally spaced, staggered rows in the field of the sheet in accordance with RAS 119. Install vertical battens in accordance with RAS 118.A second ply of Sharkskin Ultra®shall be attached to the vertical battens sufficiently to hold in place until the horizontal battens are installed over-top in accordance with RAS 118.The positioning of the fasteners holding the Sharkskin Ultra®to the vertical battens prior to placement of horizontal battens shall not interfere with true, flush installation of horizontal battens.Vertical laps shall be minimum 6-inch wide and shall break over a vertical batten to allow water to run away from the center point of the vertical batten.Horizontal laps shall be sealed with butyl-based tape or other material specifically approved by Miami-Dade Product Control&Kirsch Building Products. Surfacing: Approved for non-structural metal roofing,wood shakes&shingles or slate roof assemblies as specified within the Roof System NOA. . .. . . . . ... . • . • . . • .. .. . . . .. 00 . . •• • . . • . •• . • . • . • •• 0:0 • • • • 0:0 • NOA No.: 15-0421.10 MIAMI•DADE COUNTY i i • i i•i i i • i Expiration Date: 07/14/16 APPROVED •i• i• •i 0.0 •i• i• •i Approval Date: 07/30/15 Page 5 of 8 Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System E(4): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra Radiant®applied as specified below: Horizontal Battens: Fastening: For slopes 3 : 12 (14°)orer after: Sharkskin Ultra Radiant®shall be applied with the reflective side up,parallel to the eave with a minimum 4"horizontal lap and minimum 6"vertical lap. Mechanically fasten Sharkskin Ultra Radiant®with approved nails&tin caps spaced 6"o.c.at the horizontal laps and 10"o.c.in a grid pattern having three, equally spaced, staggered rows in the field of the sheet in accordance with RAS 119.Install battens over Sharkskin Ultra Radiant®in accordance with RAS 118. Counter Battens: Fastening:For slopes 3 : 12(14°)oregr ater: Sharkskin Ultra® shall be laid horizontally in single coverage method with the printed side up or Sharskskin Ultra Radiant®with the reflective side up,parallel to the eave with minimum 4-inch horizontal laps and minimum 6-inch vertical laps. Mechanically fasten Sharkskin Ultra®or Sharkskin Ultra Radiant®with approved nails&tin caps spaced 6"o.c. at the horizontal laps and 10"o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet in accordance with RAS 119. Install vertical battens in accordance with RAS 118. A second ply of Sharkskin Ultra Radiant®with reflective side facing down shall be attached to the vertical battens sufficiently to hold in place until the horizontal battens are installed over-top in accordance with RAS 118. The positioning of the fasteners holding the Sharkskin Ultra Radiant®to the vertical battens prior to placement of horizontal battens shall not interfere with true,flush installation of horizontal battens.Vertical laps shall be minimum 6-inch wide and shall break over a vertical batten to allow water to run away from the center point of the vertical batten. Horizontal laps shall be sealed with butyl-based tape or other material specifically approved by Miami-Dade Product Control&Kirsch Building Products Surfacing: Approved for non-structural metal roofing,wood shakes&shingles or slate roof assemblies as specified within the Roof System NOA. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . ... • .. . . •• . . . . . . . . . . . . • .. 0:0 0:0 NOA No.: 15-0421.10 :.: Expiration Date: 07/14/16 JAPPROVED1MIAMI•DADE COUNTY • • • • • • • • • ••• Approval Date: 07/30/15 • •• • • • •• •• •• Page 6 of 8 Deck Type 2: Steel Deck Description: Minimum 18-22ga., Type-B, 33ksi steel deck System E(5): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra applied in single coverage method,parallel to the eave with minimum 4"horizontal laps and minimum 6"vertical laps applied as specified below. Fastening: Sharkskin Ultra is attached to the roof deck with Miami-Dade approved corrosion resistant#10,#12 or#14 screws and metal stress plates. Screws shall engage the top flute of the steel deck and be of sufficient length for minimum'/a-inch penetration. Screws&plates spaced 6"o.c. at all laps and three staggered rows 10"o.c. in the field of the roll or as specified within the roof system approval. Surfacing: Approved for asphalt shingle,non-structural metal roofing,wood shakes& shingles or slate roof assemblies as specified within the Roof System NOA. .. ... . . . . . •. . .. . . . . ... . . . . . . . .. ...• .. . . . ... • .. . . . . • . . . . . . .. . . • . . .. ... . . 0:0 ••• NOA No.: 15-0421.10 • ••• Expiration Date: 07/14/16 MIAMI�DADE COUNTY • • • • • • • • • • ... .. 000 •• •• Approval Date: 07/30/15 ... . Page 7 of 8 GENERAL LlYRTATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Sharkskin Roof Underlayments shall be installed in strict compliance with applicable Building Code. 3. All Sharkskin Underlayments shall be applied to a smooth,clean and dry surface with deck free of irregularities.Deck shall be fastened in strict compliance with applicable Building Codes.All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Sharkskin Ultra may be used in asphaltic shingle, direct-deck/batten wood shake&shingle, direct-deck/batten quarry slate or direct-deck/batten non-structural metal roof applications. 5. Sharkskin Comp may be used in asphaltic shingle,direct-deck wood shake&shingle, direct-deck quarry slate or direct-deck non-structural metal roof applications. 6. Sharkskin Ultra Radiant may be used in battened non-structural metal roof,battened wood shakes &shingles or battened slate roof applications. Sharkskin Ultra Radiant shall not be used as a tile, asphalt shingle, direct-deck wood shakes&shingle, direct-deck non-structural metal or direct-deck slate underlayment. 7. Sharkskin Comp or Sharkskin Radiant shall not be used as a roof tile underlayment or as part of a roof tile underlayment system. 8. The Sharkskin Ultra and Sharkskin Ultra SA two-ply underlayment system may be used in asphalt shingle,mechanically fastened tile, foam-adhered tile, wood shake&shingle,quarry slate or non-structural metal roof applications. 9. The standard maximum roof pitch for The Sharkskin Ultra and Sharkskin Ultra SA two-ply underlayment system shall be 5:12 for flat tile and profiled tiles with lugs.A maximum of 10 tiles per stack are allowed when loading tile on the underlayment. Battens shall be used for tle staging on slopes above 5:12. 10. Sharkskin Roof Underlayments shall not be applied over an existing roof system as a recover application but may be applied as specified herein as part of an approved underlayment system. 11. Sharkskin Roof Underlayments shall not be left exposed as a temporary roof for longer than 180 days of application. 12. Sharkskin Roof Underlayments are components used in roof systems assemblies. Roof system assemblies are approved under specific Notice of Acceptance. Refer to Prepared Roofing System Product Control Notice of Acceptance for listed approval of this product with the specific prepared roofing assembly. 13. Sharkskin Roof Underlayments may be used with any approved roof covering Notice of Acceptance listings the Sharkskin product(s)as a component part of an assembly in the Notice of Acceptance. If Sharkskin Roof Underlayments are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance and fire testing results. 14. Flash vent pipes, stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 15. All membranes or packaging shall beat 18 impr£nt.d>r ide*iJ50Ie marking of the manufacturer's name or logo,city, state and followin%state'm;nj. ' aj6-*Dade County Product Control Approved" or the Miami-Dade Cou$t"y P16duct!Control'SlIV shown below. lAM E C • ••• END OETWAkE viPT ,•,E OV, ... NOA No.: 15-0421.10 MIAMNDADE COUNTY • V: • Expiration Date: 07/14/16 • ' • •• •• .. .. Approval Date: 07/30/15 ••• ••• Page 8 of 8 MIAMI-DADE COUNTY MIAMaDAM PRODUCT CONTROL SECTION • 1 11805 SW 26 Street,Room 208 DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/eeonomy 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 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: Bel Air,Bel Air Double Eagle,Ponderosa,Ponderosa Double Eagle,Golden Eagle Low Profile Concrete Tiles 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 shallW prplZidt0oc k lsgr 1 y the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises NOA#12-0430.04 and conslts ofiages f�hrot► gh 1®'� The submitted documentation was reviewed by Msp:w PROdrigpeX. • �� NOA No.:15-0223.18 M'AMI®UNTWY • • .1 Expiration Date:10105116 ' ' ` ' • • • • Approval Date: 09/24/15 i i•'•i i i '•• •'� Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete I. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Bel Air Concrete Tile L= 17" TAS 112 Flat profile concrete roof tile equipped with two W= 12 ''/4" nail holes. For adhesive set,direct deck or Thickness='/2" battened nail-on applications. Bel Air Double Eagle L= 17' TAS 112 Flat profile concrete roof file equipped with two Concrete Tile W= 12 '/4" nail holes. For adhesive set, direct deck or Thickness=%2" battened nail-on applications. Ponderosa Concrete Tile L= 17" TAS 112 Flat profile concrete roof tile with slate finish W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness='/i" direct deck or battened nail-on applications. Ponderosa Double Eagle L= 17" TAS 112 Flat profile concrete roof file with shake finish Concrete Tile W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness= Y2" direct deck or battened nail-on applications. Golden Eagle Concrete L= 17" TAS 112 Flat profile concrete roof tile brushed finish Tile W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness='/2" direct deck or battened nail-on applications. Trim Pieces L=varies TAS 112 Accessory trim,clay roof pieces for use at hips, W=varies rakes,ridges and valley terminations. varying thickness Manufactured for each file profile. • . .. ... . . • . . .. . . . • .. . .. ... •. . . . .• • ... •.. ..• . ... 000 • • NOA No.:15-0223.18 MIAMPDADE COUNTY OV a • ••• • Expiration Date:10/05/16 • • • 0 Approval Date: 09/24/15 • ... .. Page 2 of 10 .. 0 ... .. .. .. .. .. . 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-001-02-01 TAS 112 Aug.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108 (Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 2S-7094-(2,5,& 8) Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7214-(l, 5 ,&8) Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7496-(1 &4) Static Uplift Testing Dec. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996 Engineering,Inc. TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moments Due to Gravity Sep.2006 . .. . . . . ... . .. ... .. . . . .. . •.• •.• •.• . •.• .. . . . . . .. .. . . •• . • . • . • •• NOA No.:15-0223.18 'AlMIAMhDADE COUNTY Expiration Date: 10/05/16 OVEDL Approval Date: 09/24/15 Page 3 of 10 . .. .. . . . .. .. ... . . . ... . . 1 x 3 LBUTATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 shall be required,refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix `A'. Such testing shall be submitted to the Miami-Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4 INSTALLATION: 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle,Ponderosa, Golden Eagle,Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w (ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers -A (ft3) Tile Profile A (ft3) A (ft3) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile .. ... . . . . . .. • • • . .:0 ••• ••• • .:0 • NOA No.:15-0223.18 MAMMDADE COUNTY 0:0 . 0•• Expiration Date: 10/05/16 • • ' ' 0 Approval Date: 09/24/15 • • • . Page 4 of 10 ... . . . .. . Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile 3":12" 41v:12" 5":12" 6'°:12" Greater than Profile 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2 #8 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip Tile 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 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fasteners are located a min. of 2%Z"from head of tile. .. ... . . . . . .. • .. . . . . ... . . ... ... ... . ... • NOA No.:15-0223.18 MAMNDADE COUNTY • • • • • • • Expiration Date: 10/05/16 UNRIMIRI • • Approval Date: 09/24/15 Page 5 of 10 ••• • • • ••• • • 4 f L Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive' 31.32 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, 3MTM 2-Component Foam Roof Tile Adhesive AH-160 118.93 Ponderosa, Golden Eagle, 3MTM 2-Component Foam Roof Tile Adhesive AH-160 40.44 Ponderosa Double Eagle Flat Tile 3 ddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol ProTm- Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Sets 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. .. ... . . . . . fee • . •• . . • • 0. . • • .. ... ..• . . .. ..• • • .• .. . . . 00 . . . . .. . . . . . . .. •.. NOA No.:15-0223.18 MIAMI•DADE COUNTY ••• • • • • ••• . Expiration Date: 10/05/16 • • • • • Approval Date: 09/24/15 • :': : . : Page 6 of 10 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". '02 EAiGLElm o FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) BEL AIR,BEL AIR DOUBLE EAGLE,PONDEROSA,GOLDEN EAGLE,PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AFU or applicable Building Code in order to properly evaluate the installation of this system. .. ... . . . . . .. . . . . . . .. .... ... . .. . .. . ... ... ... . ... . . . .. . . .. . . . .. . . .. . . . . . . .. NOA No.:15-0223.18 CMIAMIDADE CouWT1f Expiration Date:10/05/16 �ffaggaeyjuj� 0:6 •" Approval Date: 09/24/15 . . . . . . . . . . Page 7 of 10 . .. .. . . . .. .. ... . . . ... . . t � • ! PROFILE DRAWING r- ® m� 1791 1 2%R1 -- ��d BEL AIR 17 - d 12% •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• DE%AjR DOUBLE EAGLE see • ... • • • • : • • •. • • • • • . •• NOA No.:15-0223.18 MIAMI-DADIECOUNTYM ••• • • • • ••• • • Expiration Date: 10/05/16 Approval Date: 09/24/15 :.•.: :••.: Page 8 of 10 ... . . . ... . . Q i 12 PONDEROSA 12% a` PONDEROSA DOUBLE EAGLE ••• • • • • NOA No.:15-0223.18 MIAMFDAD;COUNTY Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 9 of 10 .•. .0 0: .0 ... . . 17 - 'sy n s 1 01 GOLDEN EAGLE END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . .. . . ... . . .. ... .. . . • .. . ... ... •.. . ... . . .. . • . . • ... . .. 000 . . 000 .. NOA No.:15-0223.18 MiahtaAaROVED I �7�r Expiration Date: 10/05/16 ... . . . . ... . . . . . . . Approval Date: 09/24/15 ' .:". . .' ' . ' Page 10 of 10 . . . . .