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RF-15-1123 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-234535 Permit Number: RF-5-15-1123 Scheduled Inspection Date: July 21, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: HEMMINGS, LAUREL Work Classification: Tile Job Address:39 NW 100 Terrace Miami Shores, FL 33138- Phone Number (305)756-3003 Parcel Number 1131010180320 Project: <NONE> Contractor: DALEY ROOFING INC Phone: (305)754-9892 Building Department Comments RE ROOF TILE COLOR TILE EAGLE MALIBU Infractio Passed Comments TERRACOTTA FLASHED INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 20, 2015 For Inspections please call: (305)762-4949 Page 9 of 39 SNORES ` c-"' Miami shores V lose Building Department 10050 N.E.2nd Avenue s 40 Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# Jam' "�/ //� DATE: �A) �/s INSPECTION AFFIDAVIT I Ct.�1,G�� licensed as a n Contractor/Engineer. � ) ,neer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: S 7 I On or about �O//D , I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at • ,5Y- /l/k1 /00t,C, (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this I day of 7S j k;,c3 Notary Public, Sate of Florida at Large E=w BARawKESTEP OMMISSION#FF 073975 IRES:March 29,2018 Thru Notary Public Underwilers 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection Revised on 5121rM AC132 Engineering Inc. 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: Daley Roofing Test Date: 7/20/2015 Permit# RF-5-15-1123 Property Address: 39 NW 100 Terrace, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 4 in 12 Concrete Roof Tile 19.00 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: 7.00 sq 7 As per FBC 2014 Passed Field Area: 12.00 sq 12 As per FBC 2014 Passed No. of Corner: 22 22 As per FBC 2014 Passed Ridge Areas: 70 7 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. Cordial) , ACB2 a ring Inc. (NOA 09-1005.01) Anton cevedo, PE Fla. Reg. No: 36466 ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE I gh Avenue Fort Lauderdale, Florida 33334 Phone: (9S4) 245-8976 Fax: (954) 301-7776 (77 TT LT- IT T T � I _ _ I s Permit lv©. clF-5, 1,&"11,23 Rf s ,� Miami Shores VillagePBm?If 73r#g, itoof g 10050 N.E.2nd Avenue NW = rmit ��. �., Qrk Cfaificatu;'n Tile Miami Shores,FL 33138-0000 'errr�r"t t81as:APFRt11EP Phone: (305)795-2204 FtoiiioA ,s. ,,"ueoats-512212� , Expiration: 11118 15 Project Address Parcel Number Applicant 39 NW 100 Terrace 1131010180320 LAUREL HEMMINGS Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone _ Cell LAUREL HEMMINGS 39 NW 100 TERR� (305)756-3003 MIAMI SHORES FL 33150 Contractor(s) Phone Cell Phone i Valuation: $ 14,675.00 ..J DALEY ROOFING INC (305)754-9892 Total Scl Feet: 1900 Type of Work: Re Roof Available Inspections: Additional Info: RE ROOF TILE COLOR TILE EAGLE MALI Inspection Type: Classification: Residential Scanning:4 Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF Invoice# RF-5-15-55526 $9.00 05/13/2015 Check#:2495 $ 50.00 $774.26 DBPR Fee $4.13 DCA Fee $4.13 05/22/2015 Credit Card $774.26 $0.00 Education Surcharge $3.00 Bond#:2722 Notary Fee $5.00 Permit Fee-New Roof $275.00 Scanning Fee $12.00 Technology Fee $12.00 Total: $824.26 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructioryar zoning. Fut mor , I autlion the above-named contractor to do the work stated. /) May 22, 2015 Authorized Signature:Owner / Applicant / 6fContractor / Agent Date Building Department Copy May 22, 2015 1 Miami Shores Village RECEIVED �f\ Building Department MAY 13 2015 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 F�B�C 20 /0 BUILDING Master Permit No.%�T 1,3_— 1,12 :=5 PERMIT APPLICATION Sub Permit No. [--I BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3q IU") j190 '7_&W,40_C: City: Miami Shores County: Miami Dade Zia: C_�/S_o Folio/Parcel#: Is the Building Historically Designated:Yes NO 1,--' Occupancy Type: Load: Construction Type: Flood Zone: BFE: ')F�FE�:,, OWNER:Name(Fee Simple Titleholder): C�� 2 It /w' Phone#: - J�0 I&0_ Address: &41) /0 Atom, City: �/tom, I S/-foge�s State: Zip:C�5514YO Tenant/Lessee Name: Phone#: Email: �1A / n�,, �7 CONTRACTOR:Comr�panny- Name:_s�!-T�,C /zyoU ,- L�//v(� Phone#:��/� Address:: /'l f /w 10b gr p City: /v//l`�'Y�l-7/� 660(?S T State: [i Zip: �3✓' O D1 Qualifier Name: _LJ/J'�}"/oeL /��!/��7 q Phone#:Ob(�5y!7d/.- State Certification or Registration#: '(m(..:0— D5" J /Q Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ � �, C� �� Square/Linear Footage of Work: , t9 Type of Work: ❑ Addition ElAlteration ElNew Repair/ eplac Demolition Description of Work: -X&L')I—' 771,C- 46V_� Specify color of color thru tile: Qffi Gtr /URU ZU TT7e-444C Z 7TX1 k4qS#0 Submittal Fee$ .SCJ .���Permit Fee$ �' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) • e 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 D OWNER or AGENIKJ CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 74'�A day of .20 ,by 14M day of ,20 L 5 by �iLE Lr=mm(tJCzS,who is personally known to l�� ,[ who is personally known to me or who has produced �1��5 h�cNs+u as me or who has produced t as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLI +, TREISASMIiN NOTARY PUBLIC: :._ MY COMMISSION#EE 834164 EXPIRES:December 13,2016 �� Bonded Thru Notary Publk Underwriters Si �`. Sign: Prin Viz X S G, v M� An Seal: Seal: JAY P% Notary Public State of Florida .,oanna M Feliciano qi tT,ISSInf7 FF 062753 Jib APPROVED BY ( (� flans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 15 ORE, `I "Cf lose ,,,,,�, Irl iami shores Village �-- 6 Building Department �ORiDP► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exempt on Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of 20_L5_. By who is personally known to me or has produced C f-fS G as identification. Notary: AX tc 'Ym�•, T —BSA WrfH SEAL: ` = MY COMMISSION M EE W4164 EXPIRES:December 13,2016 .p,'t;., Bolded Thru Notary Public Underwriters DALEY ROOFING INC 78 NE 106 STREET MIAMI SHORES, FL 33138 305-754-9892 daleyroofing@yahoo.com May 12, 2015 State of h'0A.1M County of D4- Before me this day personally appeared Daniel Daley who, being duly sworn, deposes and says: He will be the only person working on the project located at: 39 NW 100 Terrace Miami Shores, FL 33150 �1 Swor ( or 'rerH ants- ubscribed before me this `� day of , 2015 by Personally know OR Produced Identification Type of Identification Produced IIS Print, Type or Stamp Name of Notary a'�P*''<at Nctary?ublic State of Florida Joanna Feliciano c' My Corn, Sion FF 032753 U,,o Expire;r)"./1,2/2013 .5" R s Miami shores Village ff.affe. Wulf" Building Department artment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 to Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 7 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Z41aA-L U S Property Address: zm ZZ7 , e� Roofing Permit Number: Dear Building Official: I 141YV41a!� I E, IA) 2 S certify that I am not required to retrofit the roof to wall connections of my build valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑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) L&c f ifz- 41ffN (Y\ 4 Signatu a Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 7 ' day of ......... iTREISASMI MY COMMISSION k EE 834104 Notary Public, Sate of Florida at LargeK °��Ttn No bkti de°nom ! � a I le • When the just valuation of the structure for purpo f ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/2112009 I , t 1 CEIVED /Q� H-VELOCITY HURRICANE ZONES CITY MAY 18 2015 / BY Florida Building Code COPEdi="09fq"-'Hi h V Hurricane Zone Uniform Permtion : Section A General Inform pq Master Permit No. Process No. y c Contractor's Name © ;lJC-- • FO Job Address /00 ?>X,,C� tis ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE U New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) 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. 12 I 4 Roo . .. , s I •• •' • 000 0' . r • • •• • • v 41 • •• •• • • • •• •• HIGH-VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Veloc4 Hurricane Zone Uniform Permit Application Form, Section D (Steep Sloped Roof System) Roof System Manufacturer: Product Approval Number: /— 0-3 21, D Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1' P3: i0o. (o c Maximum Design Pressure Product Approval Specific System: Method of file attachment: Steep Sloped Roof System Description c Deck Type: E__ , �ype Underlayment: Roof Slope: ' J / S Insulation: 3 : 12 AH )I Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: dhesive Type: 4 ype Cap Sheet• • oof Coviring• Mean Roof Height: �a�/�br4Zi,6c� i�ype&'Size Dnp : 0 : 'x+93 e- �x vi_q- • ••• • • • ••• • • ' HIGH-VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High VLeWty Hurricane Zone Uniform Permit Application Forth. Section E (Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compared the values for M,with the values from Mr.If the Mr values are.greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. Met od l "Moment Based Tile Calculations Per RAS 127" (P 2),-rat =1 `LA,- M; .!t'S=M 77 Product = Approval Mr (P.: x l�; ILN12)- Mi =M.: /r -� Product Approval M, li/ (P3:r w v< x a IT3T - Mr =M,,Z 7/ Product Approval M�-k r Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below,j2 Product Approval Mr &P, �p M,Required Moment Resistance* Moan Roof Height Roof Slope 15' 20' 25' 30' 40- 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 ' 5:12 28.4 30.1 31.632.8 34.9 6:12 26.4 28.0 28.4 30.5 32.4 : 712 24.4 25.8 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile 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 F, value.-,, f'or each area of the roof,then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI: x 1: = x w:----J-W:_x cos B.•_= F w:� _)-W:_xcos B. = Fn:_ (P3:-x l:-__x w:_-)-W: • x cos 8. _ F -_ Fra: F Where to Obtain Information ' Description S mbel Where to find Design Pressure P 1 or P2 or P3 RS Table I or by an cngmvnng analysis prepared by P based on ASCE Mean Roof Hei ht 7 11 Job Site • Rool'SlopeB Job Site • • • • • • • • • ' Aerodynamic Muhi tier 4 ProcluctApproval • •• • • • • ••• • Restoring Moment due to Gravity 1,1 pyA • Attachment Resistance ProductA •• • • • •• Mr ; Re uircd AlomentResistam M, Calculated Minimum Attadtmer9 Resistance F' producr Required Uplift Resistance F Cdculated • • • • • • ••• • Average Tile Weight W Product •• • • • • • •• • • • Tile Dimensions I-length ProductApprovd "width All calculations must be submitted to the i3uildin Official at the time of it lication. • • • ••• • • • • ••• • • • ••• • • • SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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. I k.Al Aesthetics-Workmanship:the workmanship provisions of Section R4402 are for the purpose of providi g that the roof system meets the wind resistance and water instruction performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of 4renail ment between the owner and the contractor. 2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be accordance with the current provisions of Section R4403. (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(i. ,townhouses,condominiums,etc.) In buildings with common roofs,the roofing contractor and/or owne s ould notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can Ybev'ie from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appence. ara 5. Ponding water:The current roof system and/or deck of the building may not drain well and may cause ter to pond(accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the onoofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not oed from a buildup of water.Perimetededge wall or other roof extension may block this discharge if overflow scuppers(wall.outlets)are not provided. It may be necessary to install overflow scuppers in acco,dance with the requirements of Sections R4402, R4403 and R4413. 4 .. ... . . . . . .. 7. Ventilation:Most roof structures should have some ability to Ant l*43l:140 Mriough the interi or of the structure assembly(the building itself).The existing wnduntJafk:AhratianUall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the f. . ... . ... . . . . . . . . . . . . r Agent's Sign to Date Contractor Signature Date ... . . . . ... . . Revised on 7/9/2009 LD . .. .. . . . .. .. ... . . . ... . . e t i MIAMFDi M M1AMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w,ww.miamidade.2o,.,/ecomomy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments 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 Q'ffictal: ••• •• . .. . . . . ... . This revises NOA 412-0713.02 and consists of pages 1 through 9. • .. ... .. . . . .. The submitted documentation was reviewed by Alex Tigera. . ... . ... . . .. . . . . . .. . . % 'J 1 ' NOA No.: 14-0717.08 QMIAMMI-DMADE COUNTY •• • . . . .Wiratioq Date: 09/13/16 ; App 9l.; rov Date: 01/22/15 :.•.: : Page 1 of 9 ... . . . ... . . ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'3-'/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'33/8" membrane, glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65'x 3'33/8" APP polymer modified, fiberglass reinforced, #1 &#2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- (Surface Printing) 65' x 3'3 3/8" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 80 mils thick membrane. Designed as a metal roofing and roof #1 &#2 tile underlayment. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x 3'3_3/8,, D 1970 glass-fiber/polyester reinforced,with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubhV6vedTp a t�df-adhering!glass- Manufacturing Location 61'x 3'33/8" D 1970 fiber/p8lyestV.rejflfoite0 4jTrptoofing #2 60 mils thick membra e. -9psigaed'as a Inc laWofing and roof tile underlayment. . ... . ... . . . . . . . . . . . . .. .9 00 . . . . .. . . ... . ... . ... . MOM= NOA No.: 14-0717.08 MIAMI•DADE COUNTY . . . .%Ypiratiog Date: 09/13/16 : .ApO.: rov Date: 01/22/15 : :.'.: Page 2 of 9 ... . . . ... . . PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven,FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 &D1970 10/19/11 P40390. 08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM 05/12/14 D1623 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 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 &G155 07/06/09 Momentum Technologies,Inc. JX201-17A TAS 103/ASTM D4798 &G155 04/01/08 RX14E8A TAS 103/ASTMD4798& G155 11/09/09 -- --- - - - - - -- DX23D8B TAS 103/AS:'M D4 f 9t.4(�1 f 5: ; : 02/18/10 DX23D8A TAS 103/AS"I'11t1 D%F9$&.C155;-; --02/18/10 .. ... .. . . . .. . ... . ... . . .. . . . . . .. . . ... . ... . ... . NOA No.: 14-0717.08 MIAMI•DADE COUNTY --- - - - - Explrgtion-Date: 09/13/16 :.: ApaovaCDate: 01/22/15 -: Page 3 of 9 ... . . . ... . . INSTALLATION PROCEDURES: Deck Type 1: Wood, non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(I) 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 membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626, Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. Deck Type 1: Wood, non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626, Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid,6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical (Optional) laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. .. 00: •• . . • . . •• . . .. . ... . . .. . . . . . • . • . • . . • .. ... .. . . . .. . ••• . ••• . . . . . . . . . . . . • . . . . • • .. . . . . . .. . . .. .. ... . ... . ... . NOA No.: 14-0717.08 MIAM4DAD;COUNTY ... . . . $xpirAtion.Vate: 09/13/16 :.: pp A 'sovaOate: 01/22/15 • •: : ' 0 : Page 4 of 9 ... . . . 40 .. . L INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-1/2'and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus, Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes 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. Exposure Limitations(days) MTS IR-Xe Elastotlex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 ; rw ; 20; 180 FL. . .. . . . ... . Hazelton,PA. N/A 90 N/A 180 N/A NAG ' NPA oil/go N/A 7. All products listed herein shall have a quality assurance audit in acco.r-. . . . . . .dance with the BWrida Building Code and . . Rule 9N-3 of the Florida Administrative Code. • • ... . ... . ... . NOA No.: 14-0717.08 MIA IjaaaE COUNTY lyvtlj ••. . . • IgYpirstion.Date: 09/13/16 o ... I lipsova l.'D a te: 01/22/15 • • : : : :.'.: Page 5 of 9 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 TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 J/Slope 4r Y OW Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . .. . . . . . .. . . ... . ... . ... . NOA No.: 14-0717.08 MIAMI-DAD,COUNTY ... e eExpiration,Date: 09/13/16 0 dppiovalbate: 01/22/15 . ... . •••: Page 6 of 9 ... . . . 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Nooting Iles " (6 Max. Per Stack) CL 12 cQ ,OOi UECK(MePaf F'd WI(rl -' POLYS11GK1U Plus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro 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 Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. W ==0 MIAMI•DADE COUN BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. .. ... . . . . . .. . .. . . . . ... . . ... . ... . . . . . . . . . . . . . .. .. . . . . . .. . •. • .. . . • ... . ... . ... . NOA No.: 14-0717.08 MIAMI-DAD,COUNTY .•. . . . . T7ipirYtion pate: 09/13!16 :.: dppilovalbate: 01/22/15 ••• 0 Page 7 of 9 ... . . . . 0 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 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. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks. The head lap membrane is to cover the area being back- nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of TV 12"or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12",precautions should be taken,such as the use of battens to prevent the sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . .. . . . . . .. . . ... . ... . ... . NOA No.: 14-0717.08 MIAMI-DAD;COUNTY Eatpira tion4Date: 09/13/16 • Jpp;o dal Date: 01/22/15 •;• •; ••• •;• ;• •: Page 8of 9 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE 000 . . . .. . ... . . . .... .. .. . . . . 000 ... .. 0.0 . . ... . ... . ... . . . . . . . . . . . . . . . . .. . . . . . .. . . .. .. . . . ... . ... . ... . NOA No.: 14-0717.08 MIAMI•DAD'CO114MUNTY ... . . . . T►npiration.Date: 09/13/16 :.: .1ppiovaMate: 01/22/15 00 i0•si sss 90i, :0-.: Page 9 of 9 MIAMI MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORV 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._ov/economy 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: 3MTm 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 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 regttestof the 3uAdin.g Official. This NOA revises NOA 13-0502.02 and consists of pa.0®s 11brou$•h l 1: •. The submitted documentation was reviewed by Alex f igera •• • '• NOA No.: 14-0805.01 MIAMI-DAD,COUNTY ••" •yall • •••�Fjaua ••• Expiration Date: 05/10/17 Approval Date: 09/04/14 ••• ••• Page 1 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . s 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: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks •• ••• 0+6.0%V®lume.Ghange @ 158T., 100%Humidity,2 rjets. . Closed Cell Content ASTM D2.856..: •$60/14.0 ••• Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subjgettenormal•mao"acturin;variation. . . . •• 0 •: NOA No.: 14-0805.01 MIAMI-RADE COUNTY • • • •• • • • • Expiration Ira tion Date: 05/10/1.7 Approval Date: 09/04/14 ••• ••• Page 2of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Reoort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA 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[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M-'m 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 3MTM 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 assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code' ••• •• . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . NOA No.: 14-0805.01 MIAMI-DAD,COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 ••• ••• Page 3of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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 tile assembly NOA. 3. 3MTM 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 3MTM 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 MIAMI•DADE COUNTY •• • •• ' Expiration Date: 05/10/17 Approval Date: 09/04/14 ••• ••• Page 4of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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. MIAMI•DADE COUNTY 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.: 14-0805.01 MIAMI•DADE COUNTYM Expiration Date: 05/10/17 ••' "• .0: Approval Date: 09/04/14 Page 5 of 11 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL# 1 ka t mt,ui,h plasuccanunt r�=«,rl�it.=,hTa,t. Flat/Low Profile Tile 'WhQ r tvquirad; Umcli+r'aym.nt ' 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 tOlti. of the tile being set. Erv<�e.nrat 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. loa„ k tia"re Quaur� Nail through pla-stxct-minni Medium Profile/ Double Pan Tile !when reQ41iriad, Reddy:R n.sth M61 1. Starting at the eave course,apply a minimum T' (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 eanens�,�tryrtrl �� (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. Ejre Eknute Law CaUtse y Faseth kail thsouyh High Profile/Single Pan Tile M'hCn Ir4uif*d! Paddy IBvri athTill 1, Starting at the eave course,apply a minimum 2" Undrrlay„w•nt �- `- - (50.8 mm)x 10"(254 mm)x F(25.4 mm)foam paddy onto the underlayment positioned as shown lu i„.x under the pan portion of the tile closest to the overlock of the the being set. x rtte„s 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive .O, --9 • cointaot withthe underside of the tile. . . r Eare Cvuts• ' Fasv • • i • i 000 •• sYetr • •.•• •••• ••• • • • y pole• • • •• ?gym ,lin. Ewerl.'sstn• • ♦� I1rIp rd-it • • • • • • • • • • • :• 0: NOA No.: 14-0805.01 MIAMI•DAD�rgjua,COUNTY • • • ••a 'rjvi Expiration Date: 05/10/17 Approval Date: 09/04/14 ••• ••• Page 6of11 . . . . V: . . . . . •• . ..•• • . .. .. ... . ... . . ADHESIVE PLACEMENT DETAIL#2 46A throjyh pl—ti,arm-"e p.ddy Ilts"Poh Tdoi Flat/Low Profile Tile .r}W rpS�Wrp1i€ ur •t�y°�+�' 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 ti strengthening rib of the tile closest to the overlook of the tile being set. Insure approximately 17(109.7 cm2) eart*4"Oot-:)na, —23 (148.4 cm)square inch adhesive contact with the E4"cadre: underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the Overlock of the tile kr�oflo.trr _ being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12(77.4 cm2) square inch adhesive contact with the underside of the tile. TJwilthr"t�gh rylasti!rNn�na Medium Profile/Double Pan Tile Kh�t+require�li panilY,Brnertfs Til•• I. 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 the being set. Insure approximately 17(109.7 cm2)— t€;: ` 23 (148.4 cm2)square inch adhesive contact with the } underside of the tile. Qshrns aryiignet . �ti `''+`' �' � �..\ 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 r.y.nc,urs underlayment positioned as shown under the pan E,vM C"no = * portion of the tile closest to the overlook 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. .(IustrhGti4n3 cvhfinued on next page) . .. . . . . ... . .. ... .. . . . .. . ... . +.. . . . . . . . . . . . . NOA No.: 14-0805.01 MIAMI-DADE C2U—tQM Expiration Date: 05/10/17 Approval Date: 09/04/14 ••• ••• Page 7of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) NaJ,hi,U.411 High Profile/Single Pan Tile *hell rcuwlteJ i P.-ddk i83rnxa7h Til._, t u"",I,yr,,.ne +. 1. Starting at the eave course,apply a minimum 2"(50.8 4 * ` 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 tet• r � the being set. Insure approximately 17(109.7 Cm2)— ? 1 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. ,'• We' 2. At the second course, apply a minimum 2"(50.8mm) T - 00, E•YI'tt1NIH r,. . % ,'; ',�-'�A,Cir x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the t►.•Phas. underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the Dttp edNt 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. .. ... . . . . . .. . .. . . . . %: . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . •• •• NOA No.: 14-0805.01 MIAMI-DAD,COUNTY ••• • ••• • ••• • Expiration Date: 05/10/17 �® Approval Date:09/04/14 ••• ••• Page 8of11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 Nail through plasticcement Paddy rbetween tilesi (when requiredl, 1 r 1. On the eave course only,apply a minimum 2" (50.8 Battens optionar- i J �� i mm)x 10" (254 mm)x V (25.4 mm)foam paddy Paddy!under We,, onto the underlayment positioned as shown,under nglepaddy `. i the strengthening rib for flat tile or under the pan tap of tle ortion of the tile for low or hi rofile the closest to the Overlock of the tile being set. Leave S inglenPaddy, - ,`, ` ..., approximately 4" (101.6 mm)up from the eave singlepaddy der t� - i, edge free of foam to prevent the expanded adhesive anunderlayvnent -- "�A 2x4in. % from blocking the weep holes. Insure `•. , ' '` approximately 17-23 int(109.7-148.4 cm-)of adhesive contact with the underside of the tile '--•Fareclosure 2. Apply a 4 (101.6 mm)x 4" (101.6 mm)x V (25.4 mm)foam paddy onto the underlayment just below FiataLow Profile Tile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nail through plastic cement Single paddy under tele pan portion of the tile,closest to the underlock for (when required) / paddy between tiles) the second course tile to be installed. Insure approximately 8-9 in'(51.6-58.1 cmc)of adhesive Battens Paddy sunder tile) contact with the underside of the tile. optionalIF Slepaa`h `. : ��'- �' `'• (Instructions continued on next page) on topottde 4x4in. ��]I Singglepaddyon underiayrnent� 2in.. f. i Eave Closure Eave Course Fascia Medium ProflieTile • • • . i • • • ••. ••. •00 . • • fee • • • •• • •• • • • NOA No.: 14-0805.01 MIAMI•DAD;COVED�TY *00 • see a fee a Expiration Date: 05/10/17 APPRApproval Date:09/04/14 ••• ••• Page 9of11 . . . . . • . • . . ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) (Vail through plastic cepent-., Single paddy under file l When required ` 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/a" -"Y"' Paddy Paddy;t+etweenaks� (19 mm)paddy on top of the eave course tile Bmens surface as shown on to of the strengthening rib Paddy iundertilel p g optional r`'``_ �` `�` for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. * Single peddy ti.tia� onunderlaymeni �,\.�oy _^. ; x .� `.� Install second course of tile. Insure approximately 4xain. 9(58.1 cm2)- 11 (71cm2)square inch adhesive S;,,g� 2 x4 in. ar' / 'J911 contact with the underside of the tile at the overlap / '`�` pa on :- �.' • ! �,. and 7(45.2 cm )-9(58.1 cm )square inch top tde---`''�?�• ` •. ! s,r,.'. r .1 adhesive contact with the underside of the tile at -` the head of the tile. Continue in same manner. Ewe Course � � � � � ' Weephok to in.' 2 in.",ii%' Eave dosure Drip edge High ProtileTlle • ••• • ••• • • •• • • . • •• • • NOA No.: 14-0805.01 ••i i• i•• i• ••i ••• MIAMI-DAD;COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 ••• • • • ••• • Page 10 of 11 .•• . . . .•• . . ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" t)Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications 50.8 mm x 10" 254 mm x 1��(/254. mm. in contact with the pan tile. (when required) ( ) \ ) l )foam 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as to 1 in.from outside edge of cover 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 Underlayment i - cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside Sheathing of the pan tile. Eave closure (motar shown) 3. Turn covers upside down exposing the underside Weephola of the tile. Apply a minimum 1"(25.4 mm)x 10" Fascia Board (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure 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 cm2)-25 (161.3 cm2)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .. ... . . . . . .. • . • .. ... .. . . . .. ... • • ... . ... •. ... ... • • • •• :+ • •: : : NOA No.: 14-0805.01 MIAMI-DAD,COUNTY •'• "• ••• ' Expiration Date: 05/10/17 Approval Date: 09/04/14 ••• • • • • •• • • Page 11 of 11 • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • � e w MIAMI•�ADE MIAMI-DADE COUNTY WAAMM PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.gov/building 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 BNC-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. BNC 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: Malibu 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. TERNIINATION 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 1p 4ie�e4erbJ tae'tnanufacturer or its distributors and shall be available for inspection at the job site at the req*esedf M&B Ming Official. .. ... .. . . . .. This renews NOA#06-0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigfrp. • ••• • . . •• •• NOA No.:11-0321.01 .. . ... . ... . KAWnPQECOUN'rY Expiration Date: 10/05/16 "'• Approval Date: 05/12/11 Page 1 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING ASSEMBLY APPROVAL Cateeory: Roofing Sub Cateeory: Roofing Tiles Material: Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof 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 Malibu Concrete Tile 1= 17" TAS 112 Low profile, interlocking,high pressure w= 121/2" extruded concrete roof tile equipped with %2"thick three nail hole and double roll ribs. For direct deck or battened nail-on, mortar or adhesive set applications. Trim Pieces l=varies TAS 112 Accessory trim,concrete roof pieces for w=varies use at hips, rakes,-ridges and valley varying thickness terminations. Manufactured for each tile profile. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . .. . . . . . .. . . • •• NOA No.:11-0321.01 ... . ... . ... . FIL MMADE COUNTY Expiration Date: 10/05/16 • Approval Date: 05/12/11 Page 2 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 2.1 EVIDENCE SUBMITTED: Test Asency Test Identifier Test Name/Report Date PRI Construction Materials PRI06178 TAS 112 08/23/06 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 1I TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs.smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 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 P0631-0I Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Professional Service 224-47099 Physical Properties Sept. 1994 Industries,Inc. TAS 112 The Center for Applied 25-7094-1 Static Uplift Testing Oct. I994 Engineering,Inc. TAS 102 (4" Headlap,Nails, Direct Deck,New Construction)D The Center for Applied 25-7094-7 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4" Headlap,Nails,Battens) The Center for Applied 25-7094-4 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 (4"Headlap,Nails,Direct Deck, Recover/Reroof) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering, Inc. •• ••• ' TAS 1Q2' (2 9514)4ve firoreryBattens) .. ... .. . . . .. ••• . ••• . . . . . . . . . . . . .. . . . . . .. . .. • •• •' NOA No.:11-0321.01 M ��E C ••• ••• ••• Expiration Date: 10/05/16 ®• Approval Date: 05/12/11 Or • • • • ••• • • Page 3of7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering,Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw,Direct Deck) (i Quik-Drive Screw,Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering,Inc. Evaluation Two Patty Adhesive Set System April 1999 Calculations Walker Engineering, Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation 25-7094 February Calculations 1996 Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 25-7584 December Calculations 25-7804b-8 1996 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity Sep.2006 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may 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 Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . .. . . . . . .. . . • •• •• NOA No.:11-0321.01 MIAMFQADE COUtM •• ••• ••• Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu 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(W) and Dimensions (I x w ) Tile Profile Weight W(lbf) Length-1 (ft) Width-w(ft) Malibu Tile 9.5 1.417 1.04 Table 2: Aerodynamic Multipliers - ft Tile x(ft ) {ft } Profile Batten Application Direct Deck Application Malibu Tile 0.305 0.282 Table 3: Restoring Moments due to Gravi - M ft-lbf Tile 3"•12" 4"A 2" 6":12" 6":12" 7"•12" or Profile greater Malibu Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck I Deck Deck 6.30 1 6.65 6.21 6.54 6.08 6.41 5.93 1 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nail-On System Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw 8.8 11.8 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 Shank 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 Screw1.9 • • 31.9 32.2 Shank Nails Eave Cli • 2-10d Ring Shank Nails 43.0 67.5 50.9 1 Installation with a 4"tile headlap and fasterners re ka;ated amino®f 2%"from he d of tile. .. . . . . . .. . . ;.. 000 0 NOA No.:11-0321.01 MIAMFQAQE COUNTY Expiration Date: 10/05/16 Approval Date: 05/12/11 • Page 5 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . M . Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams, Polyfoam Product Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Ratty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Poi foam Pol ProTm 86.61 Pol foam Pol ProTM 45.5 4 Lame Paddy placement of 54 rams of Pol ProTM. 4 Medium Paddy placement of 24 rams of Pot ProTM. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set 20.60 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". EAIGLE. � FLORIDA .. ... . . . . . .. MALIBU CONCRETE ROOF IVE �L'S�)Al<T)IrR�+Ij.i.E.PLANT (LOCATFA 6K UWBASM OF 97Lg; 000 .•. . •.. 6.6 .•• • • . . • . • ;• ;•. :� •.i . NOA No.:11-0321.01 rmAMi•orwF CouNTY Expiration Date: 10/05/16 " • • Approval Date: 05/12/11 ... . . . . ... . . . . . • 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING N. 7!Il1." MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . . . . . . .. . . . . . .. . . NOA No.:11-0321.01 ... . ... . ... . RAWDADECOUNTY Expiration Date: 10/05/16 • Approval Date: 05/12/11 • • • • • • • Page 7 of 7 ... . . . ... 0 .