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RF-15-2931 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-250747 PermitNumber: RF-11-15-2931 Scheduled Inspection Date: January 14,2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: COLON,CYNTHIA T Work Classification: Tile Job Address:10505 NE 3 Court Miami Shores,FL Phone Number (305)265-2654 Parcel Number 1122310130280 Project: <NONE> Contractor: T&S ROOFING SYSTEMS INC. Phone: 305/265-2654 Building Department Comments REROOF TILE. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-250663. CREATED AS REINSPECTION FOR INSP-248144. Missing uplift test Cancelled due to rain Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 13,2016 For Inspections please call: (305)762-4949 Page 16 of 21 1% Miami Shores Villag* e III. "MM Building Department 10050 N.E.2nd Avenue y `* Miami Shores, Florida 33138 'tORI� Tel: (305)795.2204 Fax: (305) 756.8972 RE: Permit# `l ' 15 '� 1 DATE: INSPECTION AFFIDAVIT Cno 6q a-CC6 licensed as a (n) ontracto�j Engineer/Architect, (Print name and drde Ucense Type) FS 468 Building In or License#: _ ` 2- G()3Z On or about -nl 15 ®c) I did personally inspect the roof deck nailing work at \ �� I� ne3 (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) Signe / I State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. rw Elsa prnbft FF087913 ,• �,�:JM.30,2018 Sworn to to and subscribed before me this ` 9 day of Atlaigi � Notary Public, Sate of Florida at Large Elm 49" 7n ,o `General,Burldtng,Residential,or Roofing Contractors or any IndMdual certified under 468 F.S.to make such an inspection.Include photographs of each Poe of 6he roof with permit#and address#dearly shown marked on the deck for each Inspedfon N 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: T& S Roofing Systems, Inc Test Date:01/12/2016 Permit# RF-11-15-2931 Property Address: 10505 NE 3� Court, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3 in 12 Crown Roof Tile 23.00 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: 10.00 sq 10 As per FBC 2014 Passed Field Area: 13.00 sq 13 As per FBC 2014 Passed No.of Corner: 11 11 As per FBC 2014 Passed Ridge Areas: 70 pcs 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. Corpeg. No: ACBeying Inc. (NOA 09-1005.01) vedo, PE Fla. 36466 ��� ACB2 Engineering Inc. SM li-011-CMIMM15-alu-M-1 lAOMOM sCMCeS Iw 5230 NE le Avon= Fort Ladal Flxida 33334 Phow: (954)245,8976 Fwc: (954)301-7776 r .. t r. I,. s T Ei a P��t,wo IAF-'I' - 5-2 31 IN Miami Shores Village 3 Pe07yPe Roof: r 10050 N.E.2nd Avenue NE 'Work Q140iffs;adon Tile, „ Miami Shores,FL 33138-0000 ......... o� Phone: (305)795 2204 Ei, Permit Status;-APP I�OVEP Issue tion: 05/17/201 Project Address Parcel Number Applicant 10505 NE 3 Court 1122310130280 Miami Shores, FL Block: Lot: CYNTHIA T COLON Owner Information Address Phone Cell CYNTHIA T COLON 10505 NE 3 Court (305)265-2654 MIAMI SHORES FL 33138-2009 10505 NE 3 Court MIAMI SHORES FL 33138-2009 Contractor(s) Phone Cell Phone Valuation: $ 13,800.00 T&S ROOFING SYSTEMS INC. 305/265-2654 Total Sq Feet: 2300 Type of Work:Re Roof Available Inspections: Additional Info:REROOF TILE. Inspection Type: Classification:Residential Scanning:3 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-11-15-57826 $8.40 11/19/2015 Credit Card $840.40 $0.00 DBPR Fee $4.50 DCA Fee $4.50 Bond#:2905 Education Surcharge $2.80 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $11.20 Total: $840.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDnion ,DOO S,R FING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoin nforma11accur a d at all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize th above named Gbntract to o he work stated. f November 19, 2015 Authorized Signature:Owner / Applicant ontra or / g ate Building Department Copy November 19,2015 1 ` Miami Shores Village NO 2015 Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 a �� Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 Y l BUILDING Master Permit No.p,, a9� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF CANCELLATION EISHOP CONTRACTOR DRAWINGS JOB ADDRESS: -�-" City Miami Shores County: Miami Dade Zip: 37alpirT_ Folio/Parcel#: 11 e " -z- d�� ®Z Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): IC� Phone#: Address: v G City: State:_ 1_ Zip: Tenant/Lessee Name: Phone#: Email• i � Cc vvk G CONTRACTOR:Compa y Name: J (`, Phone#: S� S " Address: City: State• Zip: Qualifier Name: S Phone#: State Certification or Registration#: :r , Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address:- �i City: -State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Z 300 Type of Work: ❑ Addition ❑ Alteration ❑ New P [Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile:� Submittal Fee$ Permit Fee$ oa� (_j�N CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 9Q0 - 0) TOTAL FEE NOW DUE$ (Revised02/24/2014) �G C) 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 Gr �� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of �J L'PJ 020 by �� day of 0 20 �� by ,who is person ly nown to ,whdo+is personal y kn �wjYn to me or who has produced (� � as me or who has produced v 1 l as identification and ca 4 1 jce n o1 ELAMORMI identification and who Y COM (SSION Ii FF 127227 ,eorP "y�4c, RAFAEL AMORETTI NOTARY PUBLIC• '',• EXPIRES:May 28,2018 NOTARY PUBLIC• =t MY COMMISSION#FF 127227 Rf„. Bontletl Thru Notary Pubic Unde weNere EXPIRES:May 28,2018 • Bonded Thru Notary Public Undera Sign: a Sign: Print: Print: Seal: Seal: APPROVED BY I ( Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) MlAfjl'DAD Miami-Dade County HVHZ Electronic Roof Permit Form • "Delivering Excellence Every Day" 9999.. • Section A(General Information) • ...... 9999.. . 9999.. Master Permit No: Process No: _ 9..9• 9999 , : : Contractor's Name: AND S ROOFING :""' 99.69 .. 90966 Job Address: 110505 NE 3 AVE 00000 99.9 0000,, 9 - 9966. , 9 Roof Category 0 0 9.. 9999.. • 999 0 Low Slope El Mechanically Fastened Tile [`_]�kforfar/AdhesivA Set T�It�'•• 9 0 . • ElAsphaltic Shingles ElMetal Panel/Shingles ElWood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof 0 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.Z) Steep Sloped area (ft 2) 2300 Total (ft.-)k300 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'): 75 ffe'l AV M > Z Q J Nov � ) 2015 IE } I C ' - I� 2 Z y J c ® ® O C T U G CC LL a o N v U MIAMa ® Miami-Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" 0000.. 0000.. CROWN • Roof System Manufacturer: BUILDING PRODUCTS •••�•• 0000.. 966666 . 6 0000 . 0000•• 14-0102.04 • Notice of Acceptance Number(NOA): 0000.. 0000 . 0000. Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): ••• 9 6••• •• 00:00' •• •6 0060 600066 39.1 , 68.1 100.7 P1• P2• P3: . - • ..... 6690.• 0 6 9 • 9 Maximum Design Wind Pressures,(From the NOA Specific system): 29 3 psf 9 ••• 0...6 0 Fill in the specific roof assembly components.If a component is not required,insert not applicable(n/a)in the{ext box. Deck Type:P5/8" Plywood— Optional Insulation: Optional Nailable Substrate: Optional Nailable Substrate Attachment: Roof Slope:P "/12" Roof Mean Height: 5 _'i ft. Basesheet Type: Method of Tile Attachment: 30 ASTM TYPE II Adhesive, 2 Small Paddy Pol_yfoam Polypro Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1 1/4 RS NAILS 6" OC AND 12" FIELD Tile Underlayment(Cap Sheet)Type: 3 face ILE SEAL i Drip Edge Size&Gauge: 9 a.— — " 24 � - -- --- --- ---- —__.__-- _� Tile Underlayment Attachment Method: Drip Edge Material Type: —Galvinized Metal— SELF ADHERED Drip Edge Fastener Type: 1 1/4 RS NAILS Tile Profile: SANIBEL _ Hook Strip/Cleat gauge or weight: —Select Hook Strip— MIAMLDADE , Miami-Dade County HVHZ Electronic Roof Permit Form • "Delivering Excellence Every Day" • • • 0000•• Section E (Tile Calculations) • .00000 0000.. Method 1 "Moment Based Tile Calculations Per RAS 127" 0 • 0000 . :sees: 0000.•. sees For Moment based tile systems,use Method 1. Compare the values for Mr with the values from Mf.jf thg Mf values are • • greater than ore equal to the Mr values,for each area of the roof,then the tile attachment method is 98 •Dle. * •••• •e e e e 9 q aFTr �� ecce •e•se• • • • . 0000.• 9.1 .313 = 12.23 8.96 .27 9.3 0.00•• P 1: x�, -Mg: =Mr1: ' S WO�M� . . • •se•ee P 2: 8.1 x .313 - 1.31 -Mg: 8.96 =Mr2: 12.35 !; < 29.3 NOA Mf e e•••: e P 3: 100.7 x X .313 = 31.51 -Mg: 8.96 =Mr3: 2.55 5 29.3 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127" :or 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. '1: X I; ---.-' S -- —' X w' —— ' _ — .— -W: _ ; _ _ ' X cos 8:F-7=Fr1: NOA F' '2: X I: = X w: _ -W: = X cos 6: =Fr2: NOA F' 5 '3: X w: _ ^_ -W: — X cos 0: =Fr3: ---! < NOA F' Where to Obtain Information to complete the calculations Where to Find Description Symbol 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 Aerodynamic Multiplier 1 Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval(NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) Tile Dimensions I=length Product Approval(NOA) w=width A iAMt• E 1 "Beth-ring Excellente Every Me �--a bl"l•DADE 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 part of the agreement between the owner and the contractor. 2.I2enaiUng wood decks: When replacing roofing,the existing wood roof deck may have to be renailed 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). [91 3.Common roofs: Common roofs are those which have no visible delineation between neighboring units(i.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. • 4.Exposed cellings: Exposed,open beam ceilings are where the underside o1pp roof deckin$can be• • viewed from below. The owner may wish to maintain the architectural appearance; therefore,roofitfgtidil ....:. penetrations of the underside of the decking may not be acceptable.The owner provides tGraption of :•••• maintaining this appearance, •••••• .... . ..... 5. Ponding water: The current roof system and/or deck of the building may d6c Min wa11 atitl may�����• cause water to pond (accumulate)in low-lying areas of the roof. Ponding can be an indication of structural .• distress and may require the review of a professional structural engineer. Ponding mayshairten the$4fe:. .... :• expectancy and performance of the new roofing system. Ponding conditions may not lk evtdent until the orig?a. roofing system is removed. Ponding conditions should be corrected. • 9:1 6.Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof is not ove loaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers(wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Rrdlding Code,Plumbing. 9.Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature: Date: Contractor's Signature: Permit Number: Property Address: L O'S 12:14 • f OWNEWS AFFIDA'V'IT OF EXEMPTION Roof to Wall Connection Hurricane lviitigation Retrofit for Existing Site-Built Single Family Residential Structures Pursuant to Section 553.844 F.S. Date: To: Re: Owner's Name: t Cato.,) Property Address: icy u v C Roofing Permit Number. Dear Buildin 011ie: 1: I n C I vr t t to retrofit the roof to wall I ce�f� that I am no required re e coin ns of my building because: •••••• —LzThe just valuation for the structure for purposes ofad valorem taxation is less thou S3dli14M. •••• • The building vi-as constructed in compliance with the provisions of the Florida Baut&n9•C�nde(� •••••• or with the provisions of the 1944 edition of the South Florida Building Code(1944 SFI'i�..• •. :....: • . ...... 0000 • •0.00 00•60• . 0• 00090 •• •• 0000 600.00 RAFAEL AMORETTI • • **9••• Signature of Property ova •. �= MY COMMISSION 0 FF 1272276* ••. • • EXPIRMVfy212018 • ••• i••••i Bonded Thru Notary Public underwritem • • • Print Name STATE OF FLORIDA COLS OF NUAA4l-RADE Sawn of and s[hrnl�od brf Pelismally knowa When the just%-Auation of the structure for the purposes of ad valorem taxation is equal to or more than $300,00,and the building was not constructed in compliance with the FBC nor with the 1994 SFBC,and affidavit of Roof to gall Connection Hurricaue Mitigation Retrofit must be provided 10:14 MIA � ,I � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION sIA11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 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 J3uilding Code including the High Velocity Hurricane Zone of the Florida Building Code. : ...... 9 .. . . . 0 0000.. 006.00 9 9900.0 DESCRIPTION: 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 000000 0 . 0000.. 0 . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo'Litt', state and followi$g 0 0 0 0.. . statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. ..• 0000. .. .. 0000 *000:0 RENEWAL of this NOA shall be considered after a renewal application has been filed ani therl has been uo chatags6:. in the applicable building code negatively affecting the performance of this product. :6 0 6.9 • 0 . 000 69...0 so 00 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or'chante in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 riur�an�nEc�uivrY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 1 of 11 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 NOAovihich lift ftAehme�...•• resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adkesive. .. ..:..' .. .. .... ...... MANUFACTURING LOCATION: ' . . . . ...... 1. Tomball,TX. • PHYSICAL PROPERTIES: •• • Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM F 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @ 40'F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 14-0805.01 MIAMMDADHCt�UNT1f Expiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifiier 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 ' • 10/23198 • 528454-9-1 ...... . ...... 528454-10-1 520109-1 TAS 101 22/x$8 • 520109-2 520109-3 •�•••• • •••�•• . . .. .. .... ...... 520109-6 • 520109-7 ' ' . ....' . . . .. 520191-1 TAS 101 83rE% • 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 3M""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 MtAMFOADeCOUN7Y Expiration Date: 05/10/17 Approval Date:09/04/14 Page 3 of 11 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'Qualifted 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. 3Mrm 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. .000.0 0000.. 0000.. 0000.. . 0000.. 0000.. 6 0000.. 0000 0 .0906. 0000 . 0000. .69669 . 00 06609 .. .. 666. 9660 99 0000.. . . . . 6 0000.. 0000.. 6 . 6 . . 0000.. . so* 06 NOA No.: 14-0805.01 MIAMF�AD;COUNTY Expiration Date: 05/10/17 VEDI 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. MIAMFaO►DE COUNTY JAPPROVED1 • • 0000•••• • • • •000.0 00 • • BUILDING PERMIT REQUIREMENTS: 0 • 6.6.6 • .•0000••66• • 6900•• As required by the Building Official or applicable building code in order to properly evaluate'lt ofttallation Of this :0000: •000 . . • 0 system. 666 :•.•6• ••66• • 66••69••6.66 • 0000 .•66• • • • • • 0000 0000 0000•• ••.•9. 6 •.66•• • • • • • • •9666• •..9.• 0 6 • •6666.• 0000 • • •66• . 9 00 0 NOA No.: 14-0805.01 MIAMFOADE COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 5 of 11 N ADHESIVE PLACEMENT DETAIL# 1 mouftoughpL'eamcemem r a a 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 .° R -,_ '�• r (109.7 cm)–23 (148.4 cm2) square inch adhesive contact with the underside of the tile. :`"-}-tea;:. ,s' .�,,.•gc=t. -rt ah Medium Profile/ Double Pan Tile 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam r•• ' �� paddy onto the underlayment positioned as shown `:->- � � ° �• under the pan portion of the tile closest to the Overlock of the tile being set. 10 2. Continue in same manner. Insure approximately 17 (109.7 cm)–23 (148.4 cm2)square inch adhesive contact with the underside of the tile. •�-� � "�.Bj � 0000•• 0 00 000000 0000•• • 0000•• • • 0 0 • 0000•No • 0000 • • • • e iC -% R+d r ii «. Ha wi High Profile/Single Pan'I i�..• 0••••• 0 0.0 0 6•mem s 000090 . •• 00.00 1. Starting at the eave course,apply amcrritrtum 2"0 0 0 0 (50.8 mm)x 10"(254 nifil •Y'(25.4 nfm) foam •. e 0000..paddy onto the underlaymen tpositi&xxL shown • ioa+.« '� h ` �y� �•_ under the pan portion oNjVgib�closegt tq the ••••• a�n.,« •.tip. =. • Y overlock of the tile being set. 00 2. Continue in same manner.Insure approximately 17 (109.7 cm)–23 (148.4 cm)square inch adhesive contact with the underside of the tile. Ile@ few Y dome NOA No.: 14-0805.01 MI—JAPPReCOI_ Expiration Date: 05/10/17 Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 x sra, uqw ►sna p lawmahTd.) Flat/Low Profile Tile ond• ie 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 N.. strengthening the tile being set.Insure approximately 17(109.7 cm) - —23 (148.4 cm) square inch adhesive contact with the co ;-` -q . underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1" (25.4 mm)foam paddy onto the underlayment positioned as shown under the `•' �' strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm)- 12 (77.4 cm)square inch adhesive contact with the underside of the tile. NMI thrawah Pkadc Oentem Medium Profile/Double Pan Tile *,hen MquimdI Paddy j t•¢,thtuar 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 tile being set.Insure approximately 17 11©9 7.cm2)— '�''' 2i a= -� 23 (148.4 cm) square inch delve coRtact•with the•,�• ' �nao 1 ��'•��� �,''.,, `�; �, underside of the tile. ...�.. :••••• ..•.:. 2. At the second course,apply aeA imusp.8mra) • x 7"(177.8 mm)x 1" (25.4 MI foam Paddy onto thy•' underlayment positioned as MUM under 46 pan •••••• portion of the tile closest t4 ihe,pYerlock o f the tileFmzU •. being set. ...... 3. Continue in same manner. IffSurd'apprgxi ly 12w • (77.4 cm2)- 14(90.3 cm2) square inch aMesNe contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 MIAM4DADE COUNTY Expiration Date: 05/10/17 JAPPROVEDI Approval Date: 09/04/14 Page 7of11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) N&HtwwoOa"t >N' High Profile/Single Pan Tile 4Wh*nM4UiY4Hrj p 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set.Insure approximately 17 (109.7 cm2)— _ 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 0. ti 2. At the second course apply a minimum 2" 50.8mm v Ee �o�ase— �:, Eaxie x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan loin..ham 2R1 r {,� '"s`°�at 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 cm2) square inch adhesive contact with the underside of the tile. ...... . ...... .... ...... .... . ..... . . .. .. .... ...... ...... • • . . NOA No.: 14-0805.01 MwMWADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 N Hdff0mghptaSdCCWetu Pedyfl�MW a®hMregreda �I 1. On the eave course only, apply a minimum 2" (50.8 Bares4p�onal ° ' mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy Wdymukr3ile9 onto the underlayment positioned as shown,under l the strengthening rib for flat file or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set.Leave approximately 4" (101.6 mm)up from the eave ngle�addy �~*``�•, -� edge free of foam to prevent the expanded adhesive A°mfed "txatn. ``- :� from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm) of adhesive contact with the underside of the tile 2 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below RMUwProflleTlle the second course line positioned foam paddy under the strengthening rib for flat tile,or under the a lufteu0pimeemmmt Sbglepaddyundetae pan portion of the tile,closest to the underlock for (when ed) , , the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm)of adhesive $eBBUM t Pa ddyfmdwgep contact with the underside of the tile. an -.� _ (Instructions continued on nextpage) �fPa}76�t • • • • 06e. - 21 •••••• • • • •••• •••••• • • • • Ease Clsrue • • •••••• EaaeCwmmm ,9 FaEttB •••••• • •• ••i••• •• •• •••• •••••• Medium ProflleTile •• •• NOA No.: 14-0805.01 MIAMFDADEGOUN7Y Expiration Date: 05/10/17 APPROVED Approval Date:09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) dtai ftouOpbak epaftuaderlite (wf=regdred) 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x3/4" � ' " (19 mm)paddy on top of the eave course tile Bmeas _ Paddp[anaertileD surface as shown,on top of the strengthening rib WHOM for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile.Insure approximately 9(58.1 cm2)- 11 (71cm2) square inch adhesive , contact with the underside of the tile at the overlap on�"d�'' `` �� i and 7(45.2 cm2)-9 (58.1 cm2) square inch tune ''., adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Em course ,, tasds YYeephok 10 in. ,2 kL Eno dosure Ddped9e High ProftteTile .000.0 6 . 0609.. .. . . • 0 666669 0 0000.. . 90 0 0 0 . 0000.. 6 • 9 969696 0000 0 000 0000 .60096.06 969666 96 0000. .. .. 0096 966006 0000.. • • . :000:0 996690 6 0 • . 9 6 69960 . 6 NOA No.: 14-0805.01 MIAMI APPR 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 i Place enough adpan titto achieve Bs to 70 sq.In. steep pitch reto ions 50.8 mm x 10" 254 mm x 1" 25.4 mm foam In contact the pan tue, erhen required) ( ) ( ) ( ) 2)TumcwwsupsldedovmPlsceadhesive1n paddy onto the underlayment positioned as to lmf omoutsideedgeofomrtile. shown under two adjacent pan tiles. Support eave Then Install the tile.Ensure 20 to 25sq.in.contactarea. r-�° tiles from rocking until adhesive has a chance to unde layment cure. 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65 (419.4 cm)—70(451.6 cm2) square inch adhesive contact with the underside of the pan tile. Eave doaaa -- (nwwshow) 3. Turn covers upside down exposing the underside Weepho Fascia Board of the tile. Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remoetop pwdonoftheeave cmtmecow tile.Abut tosecmdcourse of edge of each side of the cover tile.Leave pan tihm Ensure esus end of pan and cover tiles are flush at eave lim 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:htiTilflum of 20(129 cm)-25 (16f3c7m) square inch contact area on each sildvq t the c4er lite to the... e. pan tile.Continue in sWe Allumer. Triln away;.... : any cured exposed foatip. iesive.�ioiilag of • longitudinal edges of t!•ggver tilers are. •• •e. considered optional. ..'..' '.:..• ..•••• e 5. When additional nailiflg is requireo.;;;(x50.8 •••••e mm)x 4"(101.6 mm)nailerc,or t1fe tie wire • ee •ecce• • e system using galvanized, stAnlessAeSr Qr copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 MlatHlnAaeCoulvTir Expiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11 MIAMaIaADE '" ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke 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: BORAL TileSeal .006.0 0 0000.. 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.*'•:" •••••• 0000.. • • 6 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed andlb;ZZhas beim;thangve••• in the applicable building code negatively affecting the performance of this product. •6 6..• 6 6;••• 06 66 6666 666666 TERMINATION of this NOA will occur after the expiration date or if there has been a revl?ibh•4r change In the •, materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endgrsen fent of ijmy product,*•••• for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to cdntply with 41;3;section••• of this NOA shall be cause for termination and removal of NOA. 6.6 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#12-1219.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Juan E. Collao,R.A. NOA No.: 13-1113.05 Mu�MNCuAPPROVED Knr Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72' rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) •.• :"0if30/02...... PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G.]O5A.. :••9$,08/07 '. Technologies,LLC. NEI-053-02-01 ASTM D 4798 &ASTM G.I.SS.. Q5101/08. • NEI-076-02-01 TAS 103 /ASTM D479$..... � �02/14/11:'"•; NEI-034-02-02 ASTM D 1970 •••• • 03729/13•.... .. .. .... •.••.• NOA No.: 13-1113.05 1APPMu aa4ROVED 1 +rrtt Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c.the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6" o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shake& Shingles,and Asphaltic Shingle assemblies. 0000.... •66.6. 0000 • . . . 0 0000.. . .:00:000 . 0000.... 0000.... 0000.. 0000.... • 0000.... 0000.• • 96..e • .6666. . • •• 0000.• •6 69 0000 000000 0000..• 0 • 0 • • • . 9606.0 99990• • • • • • • • •0960• 00 0 NOA No.: 13-1113.05 APPROVED!� Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 3 of 4 LBUTATIONS: 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. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is 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 docLMAtation �� • provided to detail compatibility of the products,wind uplift resistance,and fire testing re'sults.* •' 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose&&king panels 0 Sweep 0.0 0 the deck thoroughly to remove any dust and debris prior to application. 000:00 :0000: 11. When applying the membrane in the valley, start at the low point and work to the high p©gte Bolling t1re rd nbraue...• from the center outward in both directions. For ridge applications, center the membrane.„jqd roll from the center:••• outward in both directions. *gee** 0000 0000.. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, 11RE � special..a.ttg... ntion tp� overlap areas. 0 . 0000.. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly courant PrgduqrVontrdl Notice of Acceptance and applicable Building Code. '• 14. All protrusions or drains shall be initially taped with a 6”piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. 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. 16. 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 MIAMkDADE COUNTY ,0000 END OF THIS ACCEPTANCE NOA No.: 13-1113.05 MI�hIa�oECout�TY Expiration Date: 07/31/17 APPROVED I Approval Date: 03/13/14 Page 4 of 4 MIAMI-DADE COUNTY MIAMFDADE PRODUCT CONTROL SECTION ° 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Crown Building Products of Florida,LLC. 6018 HWY.72 Arcadia,FL 34266 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 toe Flprida lidilaink Code•••- including the High Velocity Hurricane Zone of the Florida Building Code. '..' 0 0 e sees.. • sees.. . sees.. sees.. • sees.. DESCRIPTION: Sanibel Concrete Roof Tile ' • s sees .ees.. sees. sees.. .. sees. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ;tate LJ£ohowing.••;• statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. :-o:-: • ' • • • . sees.. sees.. e RENEWAL of this NOA shall be considered after a renewal application has been filed and(here kas been nQ changi.••• in the applicable building code negatively affecting the performance of this product. e •00 : TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Juan E. Collao,R.A. NOA No.: 14-0102.04 MIAMkDADECOUNTY Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This approves a system using Sanibel Concrete Roof Tile, as manufactured by Crown Building Products of Florida, LLC., 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 Sanibel Concrete Roof L= 17" TAS 112 High profile, interlocking, one-piece, 'S'shaped Tile W= 13.25" concrete roof tile equipped with two nail holes. For H=3.1" direct deck or battened nail-on,mortar set or Thickness: 0.56" adhesive set applications. :...:. Trim Pieces L=varies TAS 112 Accessory trim,concrete.QQ fpieces fdf d9d at hips..:. W=varies rakes,ridges and valley tQQvDations. • varying thickness Manufactured for each the pile. • .... . ..... 2.1. MANUFACTURING LOCATION ••• •• ••• .. .. .... ...... 2.1.1.Arcadia,FL ;••;•; • . . . . ...... :*Goo:••••• . 2.2. EVIDENCE SUBMITTED . . . ... Test Aizency Test Identifier Test Name/Report •Date PRI Construction Materials ACTI-002-02-01 TAS-112 Sept. 2006 PRI Construction Materials ACTI-002-02-04 TAS-100 Sept.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Nutting Engineering 13343.1 Physical Properties June 2006 TAS 112 NOA No.: 14-0102.04 MIAM1APPR�D Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 2 of 6 Test Aeency Test Identifier Test Name/Report Date The Center for Applied 25-7688-3 Static Uplift Testing June 1996 Engineering,Inc. 25-7688-10 TAS 101 (Adhesive Set) July 1996 TAS 101 (Mortar Set) The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (3"Headlap,Nails,Direct Deck,New Construction)❑ The Center for Applied 25-7688-4 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (4" Headlap,Nails,Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Trymty/ERD Calculations Aerodynamic Multiplier&Restoring Sept. 2006 Moment Due to Gravity American Test Lab of South RT1028.01-13 TAS 112 11/13/13 Florida American Test Lab of South RT1206.01-13 Aerodynamic Multiplier&Restoring 02/05/14 Florida Moment Due to Gravity 3. LIMITATIONS •• • ...... . ...... 3.1 Fire classification is not part of this acceptance. •••••• :....: 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be perjOrmed in aciordaace witlj... TAS 106. • . ...... . .. ..... 3.3 Applicant shall retain the services of a Miami-Dade County Certified LaboratoryAogrform q arterly tett••;. in accordance with TAS 112, appendix `A'. Such testing shall be submitted to•tbo.-4iami-Dade Product Control office for review. :0000:•"'• 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Appli dations Stavdvk listdT"': section 4.1 herein. 0 0 • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 Crown Building Products of Florida, LLC.'s Sanibel Concrete Roof 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 NOA No.: 14-0102.04 MU4MFo�ADE CNTY Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 3 of 6 Table 1: Average Weight (VI) and Dimensions (I x w) Tile Profile Weight-W(Ibf) Length-I (ft) Width-w (ft) Sanibel Concrete Roof Tile 11.33 1.417 1.104 Table 2: Aerodynamic Multipliers - (ft) Tile X (ft) % (ft3) Profile Batten Application Direct Deck Application Sanibel Concrete Roof Tile 0.289 0.313 Table 3: Restoring Moments due to Gravity- M (ft-Ib Tile 21 :12 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Sanibel Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Roof Deck Deck Deck Deck Deck Deck Tile 9.05 9.05 8.95 1 8.96 8.79 8.81 1 8.60 8.62 8.38 8.40 8.13 8.16 Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Nail-On S stems ;�•,;. Tile Fastener Type Direct Deck DirQctBeck Battens Profile (min 15/32" (mina;1�9J)2" ; .... plywood) pled) •; goes Sanibel Concrete 2-10d Ring Shank Nails 28.6 '41.2. 19.4 ••;•'. Roof Tile 1-10d Smooth or Screw Shank Nail 5.1 06.8•; ; .' 2.8 ..e 2-10d Smooth or Screw Shank Nails 6.9 09.2' 7.3 1 18 Screw 20.7 0- .18.1 .. .:. 2 48 Screws 43.2 43.2. 9.8 • s.. 1-10d Smooth or Screw Shank Nail 23.1 28.1 ;'w ' Field Clip) *0 1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0 Eave Clip 2-10d Smooth or Screw Shank Nails 27.6 27.6 38.6 Field Clip) 2-10d Smooth or Screw Shank Nails 38.1 38.1 41.8 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Sanibel Concrete Roof Tile Adhesive 29.3 1 See manufacturer component approval for installation requirements. 2 The Dow Chemical Company TileBond Roof Tile Adhesive,average weight per patty 10.7 grams. 3MTM 2-Component Foam Roof Tile Adhesive AH-160,average weight per patty 8 grams. NOA No.: 14-0102.04 APPMu �•naROVEDI tv Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 4 of 6 Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Sanibel Concrete Roof Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 66.5 P"component Foam Roof Tile Adhesive AH-160 38.7 3 Large paddy placement of 63 grams of 3MTm 2-Component Foam Roof Tile Adhesive AH-160 4 Medium paddy placement of 24 grams of 3MTm 2-Component Foam Roof Tile Adhesive AH-160 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Sanibel Concrete Roof Tile Mortar Set 24.5 5 Tile-Tite Roof Tile Mortar. 5. LABELING ' 0000.. 0000.. All tiles shall bear the imprint or identifiable marking of the manufacturer's narlaf logo assee n-telow or •, following statement: "Miami-Dade County Product Control Approved". *so:** •00 000 0000.. • 0000.. 0000 0000 .• 0.. 0090. 900 0000.. . .. 0900. A06 0.00.0 0000.. . . 0000.. 0000.. CY • • • .0900. • w • 009 0 00 LABEL FOR SANIBEL CONCRETE ROOF TILE (LOCATED UNDERNEATH OF TILE C. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 14-0102.04 MIAMMDADECOUNTY Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 5 of 6 PROFILE DRAWING FASTENER HOLES UNDERLOCK OVERLOCK 17" ...... 6090.. • .. il . 6666.. 0000.. 6666.. . 000..0 • 6666.. 0000 . . 0 . 0 . .000.0 6666. 6666 . 6666.. . .. 6666. . 0 6666 6666 6666.. 00 13114" .. . . . 6666 6666.. . . . . . 6666.. so 0 SANMEL CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 14-0102.04 M�eCouN� i Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 6 of 6