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RF-15-756 of A Miami Shores Village Building Department APR 0 20'15 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 FBC 20 (U BUILDING Master Permit No. 1`[ I� -9 50 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC YZ(ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: \01 ' City: Miami Shores County: Miami Dade Zip: V -._i Folio/Parcel#: . , ) 1- -) - C,,I - C J "3(- Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Phone#: Address: City: State: �. Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:C mpany Name: '_ y�C? � ��• ! Phone#: Address, 1 City: 1 St te: '�L Zip: :2 1 Qualifier Name: � � ) �y C Phone#: `7 ("3 State Certification or Registration#: �� 1 Z)�(r,lZ Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: �t � r-- Value of Work for this Permit:$ l Square/Linear Footag Work: \,-L J Type of Work: ❑ A ition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: j ; Specify color of color thru tile:,% ` Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ ^-jO TOTAL FEE NOW DUE$ (Revised02/24/2014) 1 Bonding Company's Name(if applicable) Bonding Company's Address City_ State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT d CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of �3 , 20 �S , by day of �� I I 20 by 1�• '1 t '�` V,� I who is personally known to `'�1 7 r' t who is personally known to 4 me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY t Sign: A Sign. % Print: Priit: ` -! Seal: Nota Public State of Florida Seal: 7{ [�r el Perez o�F° °�; Notary ublic state of Flo da rt :omm�ssion FE123821 r i`3r.iel Perez cr ver' Expires 08/21/2015 My Commiss!cn E[12382 Expires 08/21/2015 APPROVED BY I I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village g� 10050 N.E.2nd Avenue NE , 4 s — n �' INfarfc CIsafffCBt�� Miami Shores,FL 33138-0000 i a t art status: PROVE6 Phone: (305)795-2204 Date4J �tf1 E Expiration: 10/10/2015 Project Address Parcel Number Applicant ._.__..v..... -_....._.. .... ._..._ .__._.._...�_.......___ 1177 NE 100 Street 1132050190350 MARCELO KOHEN Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell MARCELO KOHEN 1177 NE 100 Street MIAMI SHORES FL 33138- 1177 NE 100 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 33,000.00 T&S ROOFING SYSTEMS INC. 305/265-2654 Total Sq Feet: 4500 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF TILE TO 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-4-15-55038 $19.80 04/13/2015 Credit Card $872.30 $50.00 DBPR Fee $5.25 DCA Fee $5.25 04/02/2015 Credit Card $50.00 $0.00 Education Surcharge $6.60 Bond#:2665 Permit Fee-New Roof $350.00 Scanning Fee $9.00 Technology Fee $26.40 Total: $922.30 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 specKkcations 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 construction and zoning. Futhermore, I authorize the above-named contractor to'do the work stated. April 13, 2015 Authorized Signature:Owner / Applicant / ContoctoY %Agent ate Building Department Copy April 13,2015 71 3/18/2015 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:3/18/2015 Property Information Folio: 11-3205-019-0350 Property Address: 1177 NE 100 ST Owner MARCELO ALBERTO JAIME KOHEN PAULA IRINA FURFARO 1177 NE 100 ST Mailing Address MIAMI SHORES,FL 33138 Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE " FAMILY: 1 UNIT Beds I Baths I Half 3/3/0 1 Floors 1 Living Units 1 Actual Area 3,468 Sq.Ft Living Area 2,984 Sq.Ft Adjusted Area 3,226 Sq.Ft Lot Size 17,550 Sq.Ft Taxable Value Information Year Built 1950 2014 2013 2012 County Assessment Information Exemption Value $0 $50,000 $50,000 Year 2014 2013 2012 Taxable Value $887,455 $550,900 $540,856 Land Value $473,958 $320,746 $305,854 School Board Building Value $372,990 $302,567 $307,524 Exemption Value $0 $25,000 $25,000 XF Value $40,507 $401933 $42,451 Taxable Value $887,455 $575,900 $565,856 Market Value $887,455 $664,246 $655,829 City Assessed Value $887,455 $600,900 $590,856 Exemption Value $0 $50,000 $50,000 Benefits Information Taxable Value 1 $887,455 $550,900 $540,856 Regional Benefit Type 2014 2013 2012 Exemption Value $0 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $63,346 $64,973 Taxable Value $887,4551 $550,900 $540,856 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous OR Book- Board,C Regional). Price Qualification Description �� Sale Page Short Legal Description 05/20/2013 $1,100,000 28653-4935 Qual by exam of deed 02/09/2009 $100 26757-1077 Trustees in bankruptcy,executors or MIAMI SHORES SEC 8 REV PB 43-67 guardians LOTS 13&14 BLK 177 LOT SIZE IRREGULAR 03/01/2008 $800,000 26294-2392 2008 and prior year sales;Qual by exam of deed OR 21395-2954 062003 1 COC 26294-2392 03 2008 1 06/01/2003 $530,000 21395-2954 2008 and prior year sales;Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Section AB • VIIAMMDIADE Miami-Dade County HVHZ Electronic Roof Permit Form A; "Delivering Excellence Every Day" _ Section A(General Information) cEi� �� f Master Permit No: Process No: QPM Q Contractor's Name: T AND S ROOFING BY'---__=_— Job Address: 1177 ne 100 st Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ❑✓ Mortar/Adhesive Set Tile 0000 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles Q V1(6pd Shingl2SfShake?`:* 00 0 0000 0 90 El Sprayed Polyurethane Foam El Other: 060•• ••• •••••• __.. . 0000.. 0000.. 0000 0000 . . Roof Type • 0000 0000 0000. ❑ New Roof ❑ Re-Roofing ❑ Recovering ❑ Repair •••••• •• ••• ✓ Maintenance • .. .. . .. 0000.. Are there Gas Vent Stacks located on the roof? ❑Yes ❑ No If yes, what type's M Natural ❑ LPGX •. . . . . 0000.. Roof System Information """ Low slope roof area (ft.2) 0 Steep Sloped area(ft.z) 500 j Total (ft.2) 500 ••• 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'):E____7:1 4 'K MIAMI' M Miami-Dade County HVHZ Electronic Roof Permit Forte Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer:IBORAL ROOFING LLC Notice of Acceptance Number(NOA): 13-0723.05 — Minimum Design Wind Pressures,IfApplicahle(from IFAS 127 or Calculations): P 1. 39.1 P 2: '68.1 P 3. 100.7 .... . . .... •••••• .. . ..90 Maximum Design Wind Pressures,(From the NOA Specific system): 31.3 psf • Fill in-the specific roof assembly components.If component is not required,insert:not applicabj%41jWn the fexl box. •••••• 46666 Deck Type: 5/8" Plywottr--• '• Optional Insulation: •••••• • Optional Nailable Substrate: •• • Optional Nailable Substrate Attachment: Roof Slope: 3__—; "/12" Roof Mean Height: ��_ -_ ft. Basesheet Type: Method of Tile Attachment: #30 ASTM TYPE II -Adhesive, 2 Small Paddy Polyfoam 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: ILESEAL Drip Edge Size &Gauge: --3"face 26 ga:- ---------------------- --- Tile Underlayment Attachment Method: Drip Edge Material Type: --Galvinized Metal-- SELF ADHERED Drip Edge Fastener Type: [11/4 RS NAILS Tile Profile: SAXONY 900 Hook Strip/Cleat gauge or weight: --Select Hook Strip-- *j ion F ®DADS Miami-Dade County HVI-IZ Electronic Roof Permit Form. "Delivei.ing Excellence Every Day" Section E(Tile Calculations) Method'I "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. P 1: 39.1 X .313 = 12.23 -Mg; 8.03_: =Mr1: 4.20—; < 31.3 NOA Mf 6 6.. 0 0090 P 2: XX .313 = 21.31 -Mg; 8.03 =Mr2: S 31_3 NDS If •• 13.28 , P 3: 100.7 x .313._...` = 31.51 -Mg: 8.03...__' =Mr3: iQ: 0000.. 0000 Method 3"Uplift Based Tile Calculations Per RAS 127" "" 00.06. For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr.If the F'values are greit i- b Vr equal to the Fr values,f9P• each area of the roof,then the tile attachment method is acceptable. . . 6 • . . . . 6....6 0000.. P1: xl;�= xw:�= -W: =� xcos8: =Fk1:[ S�0014 ' �...6� —0.000 •. P2:O x I:M= w. -W. _ - x cos — =Fr _—_-- OA F' " -- — x ----- _ - - 6:� 2:�S�N P3:ED x , ®- r I -------- --------- x w: � - _0000_ x cos A: _ � -F 3: S NOA F' Where to Obtain Information to complete the calculations _._ ..... ...... ... .._ __ . ... ....__ 00.0 :0 .. Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H I Job Site I Roof Slope g Job Site -------------- p Aerodynamic Multiplier Product Approval(NOA) Restoring Moment due to(_ravit i I MgI Product Approval o AttachmentResistanceI Mf Product Approval(NOA) Required Moment Resistance Mr Calculated "inimum Attachment Resistance F' Product Approval(NOA) Required Uplift Resistance I Fr Calculated Average Tile Weight W Product Approval(NOA) Ti le Dimensions I=length w=width Product Approval(NOA) T&SSROOFING sm ,m Miami's Residential Roofing Company- CCC1326032 CGC1515668 T0: Miami Shores Village Building Dept 10050 ne 2ave •••••• •••••• Miami Shores, FL 33138 ••�� •• •�•••• .... .... . . .... .... ..... ...... .. . ..... RE: Marcelo Kohn •• •• •• . . . . ...... 1177 ne 100 s •••••• Miami FI 33138 .• • In reference to updating Mr. Kohn roof to wall straps as per Florida Building Commission Hurricane Mitigation Retrofit Manuel and Florida 553.8444.The col .Ost of updating his straps exceeds 15%of the cost of the total roof value. Reroof cost:$33,000 Roof to wall straps:$ 6,200 15%of reroof: $4,950 n1 Cordially, r tdc dry ublic State O�Florida Lqur' eI Perez ' is oledo, President ky ., *ny omrcrssion cE1r3821 v� dap.es 08121120151 of a,. SECTION 1524 HIGH-VELOCITY HURRICANE ZONES— - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, 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 section.The provisions of Chapter 15 of the Florida Building Code, Building 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 and the contractor, The owner's initial In the designated space indicates that the item has been explained. *000 ,,�J// 0.00 •Y•••• 1.Aesthetics-workmanship: The workmanship provisions of Chapter'15 (i-iigh-VelOdiy Hurricane Zone) are for the purpose of providing that the roofing systdV i is thg*ftd 000000 resistance and water intrusion performance standards. Aesthetics (appLRAN'htt) are not a ;•••9: consideration with respect to workmanship provisions. Aesthetic Issueg'S%M as c9l"ear• • architectural appearance,that are not part of a zoning code,should be addrotged as part tat" ••••• agreement between the owner and the contractor. Go:**: :0. '0. 00 00' 2.Renailing wood decks: When replacing roofing, the existing wood r00 Ord may have to 00.0•• be renailed in accordance with the current provisions of Chapter 16 (High-Veioeity Hutric ane .0090• Zones)of the.(The roof deck is usually concealed prior to removing the exisfng joof system) ••9• 1 Common roofs: Common roofs are those which have no visible delineation b00 0 etweer* neighboring units (i.e,, townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor andlor owner should notify the occupants of adjacent units of roofing work to be performed. 4.Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable.The owner provides the option of maintaining this appearance. 5.Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indicatlon df-structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 1 G� 6.Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water, Perimetededge 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 Building Code,Plumbing. 7.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. it may be beneficial to consider additional venting which can result in ;pi, 'Adiwthe service life of the roof. t actor's Signature c's/Agent's Signature Date date ` Y M® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiamidade.gov/econoniy 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•Seetign to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction 4MJ). •••• '•"•' 00 0 0000 This NOA shall not be valid after the expiration date stated below. The Miami-Dade County l?roduct Col4el Sectiox••• • (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the rigtto have this produc:•.•• or material tested for quality assurance purposes. If this product or material fails to perform iijthe agceptee*ih1fiyer,th8 manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mbd", or sus�e$d the use '. . .,. .. . . 0000. of such product or material within their jurisdiction. RER reserves the right to revoke**li:acceptlnee,•if it is• determined by Miami-Dade County Product Control Section that this product or material fails t4 mget the requirements • of the applicable building code. . • . 0000.. This product is approved as described herein, and has been designed to comply with t* Fjdrlda Building Codd....; including the High Velocity Hurricane Zone of the Florida Building Code. .' see 0 ' 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 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 MIAMI-DADE COUNTY 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: • • •• • .... 00 Product Dimensions Test Product fR IMption 0'' 00000* Specifications 0000" :•••• .... .... . . 3MTM 2-Component N/A TAS 101 Two component polyuF*gene foatme&Aiesive•• ••• Foam Roof Tile Adhesive •••••• :0- %• • ••••• AH-160 • Foam Dispenser N/A Dispensing Equipment; • ....;. RTF1000 0000" 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 1.61bs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%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 MIAMMADE COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering 494-060 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 OQ72 ih� . . .... ...... TAS 123 • ...... .... ...... Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 • 528454-9-1 .... .... . . 528454-10-1 • .... .... ..... 520109-1 TAS 101 ";'•; =8/19$ •• •• 520109-2 " •••••• 520109-3 ' . . . . ...... 520109-6 •••••• 520109-7 •••••• 520191-1 TAS 101 03102/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTm 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 3MTn'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 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 MIAMFDADECOUNTY 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'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 RTF1®BA or ProPack®30& 100 dispensing equipment only. •••• ••••.. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanetltjy Jq;unligbt: • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minuttg tLft f 3MTM 2-• ;•••�; Component Foam Roof Tile Adhesive AH-160 has been dispensed. "" "" • 0000 0000 0000. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patt3Cweight shalLbe in accordance with the'Placement Details'herein. Each generic tile profile requires the spcci6c place;1enr;ttoted herein. •••••• 0000.. 0000.. NOA No.: 14-0805.01 QMIAMI-DADECOUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 gramsykder pan . . .... ...... LABELING: "':" "'• ••••.• All approved products listed herein shall be labeled and shall bear the imprint or identifiable mawkln�g of the.... ...... manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" o1%4w-Miami•..... Dade County Product Control Seal as shown below. •••••• •• ••••• .. .. . .. ...... MIAMMADECOUNTY ...... • .• 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•DADECOUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 HAthroupkplastic cm wd }PaddyRianeatkT") Flat/Low Profile Tile +IY�aai fallYf►ad+� t/�`i_4 r- y , ur�1.r�.yM'na t ' 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, N under the strengthening rib closest to the overlock _ of the tile being set. O 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cmz) square inch adhesive contact with the underside of the tile. ,. � 2in{r r Ea6 flown Nall through 04sticcemer" Medium Profile/ Double Pan Tile when teguhed� 1. Starting at the eave course apply a minimum 2" 0000 (50.8 mm)x 10"(254 min)x (25.4 M)foam ...... paddy onto the underlay t 1$sitioned aS Shown • +4 k ~ • j =... under the pan portion of tke tile closest Io the 9 6 9 9:6 overlock of the tile being set•• • 0000.. 5 21h.�rld. i_ ��+ f{ • • • • 2. Continue in same manner'TRure apprbltftately 1.1•;••• •attens opilanal 1 �'+._ +.y 2 •• •• •• • •••• (109.7 cm)—23 (148.4 cp square U&adhesive •.`�'~' f .�� ! 66 4 9 60 046906 —z4+~ �,� � (' s: `` contact with the undersi4i ol.tte tile. 6• • • • • 996669 649969 _ `�, 60 • 969 • • I&"course=_ + = --Fascia 9• • • F 09 • WA thmoo plossir;toyrtm-, High Profile/Single Pan Tile (when mquU 0 Paddr IB.n aehril.l Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam f paddy onto the underlayment positioned as shown runder the pan portion of the tile closest to the ?In. overlock of the tile being set. Nacre"$ r}'* ~._ '+ ` �:�',}`; 2. Continue in same manner. Insure approximately 17 olrffeaal `` � : w•-.- + ` f - (109.7 cm2)—23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Eawrourse- > i asda Weephole � ` = [arr closure loin ` brlpedgw NOA No.: 14-0805.01 MIAMbDADE COUNTY Expiration Date: 05/10/17 a � Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 *0ttrwahp4sllct.mnmb • � pAddyIs."eTAW] Flat/Low Profile Tile \ aAd.l{a nwrw '460' ` t, 1. Starting at the eave course,apply a minimum 2"(50.8 ;rf mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the the being set. Insure approximately 17(109.7 cm) �atNatic�6bnal �' _ 4 —23 (148.4 cm2) square inch adhesive contact with the EAvacnurs. f -_ y *, underside of the tile. f r� 2. At the second course apply a minimum 2" 50.8mm F.da x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the 4 underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm2)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. •••• Medium Profile/Double Pan Yi1j NaiithroaghpksticRmeM ••.•.• • • • �WIIlA RgYlrld� •••••• +� _=Paddy{Baneathfille) 1. Starting at the eave course,apply,a minintmx''(50.$ •• mm)x 10"(254 mm)x 1"(.2.5.4 dun)foa>n paddy ..;..' onto the underlayment positioned as shown wader the...... pan portion of the tile closeltrtvvt�overlock of the • tile being set.Insure approximately 17 QQQ.7,rn2)—•••••• lin• in. =` 23 (148.4 cm)square inch$dhi-Awe contact with the• • underside of the tile. Battens eptional -v •• • 2. At the second course, apply a minimum 2"(50.8mm) � �� ,� yy� x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the E•Y.U,.,,.. underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 CMLAM1M-DADMECOU= Expiration Date: 05/10/17 Approval Date:09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) NanHigh Profile/Single Pan Tile fwlenrequired) / 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy �`,•, f �, onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the I in. tile being set.Insure approximately 17 (109.7 cm2)— 21& „ � - 23 (148.4 cm2) square inch adhesive contact with the t+�e■^soptional underside of the tile. 2. At the second course,apply a minimum 2”(50.8mm) love COWW—' / ascie x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the f- w..ah.11e underlayment positioned as shown under the pan �o 2An. 1AWdD5WM portion of the tile closest to the overlock of the tile Drip edge being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm2)- 19(122.6 cm2) square inch ;sive contact with the underside pf the.tile. ' ' .... ...... ...... .... ...... .... .... . . ...... .. . ..... .. .. . .. ...... . . . . ...... .. . e •ee e 6.00 NOA No.: 14-0805.01 MIAMI•DADECOUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 ton through raidyawtmentllen 1. On the eave course only, apply a minimum 2" (50.8 Battens optimal mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy ltiddyiunderble) onto the underlayment positioned as shown,under H „,�, the strengthening rib for flat tile or under the pan `=' portion of the tile for low or high profile tile closest 4Y41n to the overlock of the tile being set.Leave . approximately 4”(10 1.6 mm)up from the eave 3angkpaddy un edge free of foam to prevent the expanded adhesive 2:41n. from blocking the weep holes. Insure • approximately 17-23 int(109.7-148.4 cm2)of tc� adhesive contact with the underside of the tile tin. Fascia E'"eOosm 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below Flat/LowProflle TIM the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nall through plastic cement Single paddy undo tile pan portion of the the,closest to the underlock for 1''�'e" 'ife pa ,ihetweentilesi the second course tile to be installed. insure. 2 . . 2 . . approximately 8-9 in (5 t,6;58i1 cm) o �c hesive0000•. •• Battens Paddy(undertile} contact with the undersi�gf 1�tile.•.:. ••••:• opRknal . 0000.. . 0000.. 0000 000• 0 • 0 (skb*e Padon top Of Instructions continued on ne)'VWe) •••• ••:••• 0000•• •• • 0000• ;4in, •• •• 0 .. 0000•• slnyle paddy on • • • • 000.0• 00.... t0 h. tin. 0 000 0 �000000 0 0 000 � ---Em Closure • • • Eave Course Fascia Medium Profile Tile NOA No.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 ,0000 � Approval Date:09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nasi tlrrorgh plastic Single paddy under We twhanrequiredf 3. Also apply a 2"(50.8 mm)x 4" (101.6 mm)x 3/4" 1 "'tiks) (19 mm)paddy on top of the eave course tile smens surface as shown,on top of the strengthening rib opoomi Paddy[ander dlej 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 4x4in. 9 (58.1 cmz)- 11 (71cm2)square inch adhesive Sb* s Ysin contact with the underside of the tile at the overlap wy on and 7 (45.2 cm) -9(58.1 cm) square inch Up of tie- adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Ewe Course asda Weephote Loin. 2in. Eave dosare Drip edge High ProflkTtle • • •... ••4444 •4 • ..•• •.•..• .•.• 0..000 • 00.0.0 •.•• 0000 • . •.•.•. .. . 0040• .• •. 4 .. ..•••4 4 . . . . •.•... NOA No.: 14-0805.01 MIAMI•DADECOUNTY 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)Pince enough adhesivepntil to achieve 65 to 70 sq in. Steep pitch applications 50.8 mm x 10" 254 mm x 1" 25.4 mm)foam In contact with the pantile. (when required) ( ) ( ) ( J 2)Tum covers upside down.Place adhesive in paddy onto the underlayment positioned as to t In.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then Install the tile.Ensure 20 to 25sq.1n.contactarea. tiles from rocking until adhesive has a chance to Und•rlaymant cure. tu•• 2. Continue in same manner bringing two pan >' courses up toward the ridge. Insure approximately 65 (419.4 cm2)—70(451.6 cm) yN square inch adhesive contact with the underside Sheathing of the pan tile. p+ Eave closure (motarshown) 3. Turn covers upside down exposing the underside Weephole Fascia Board of the tile. Apply a minimum 1"(25.4 nun)x 10" (254 mm)bead of adhesive directly.brieft inner Remove top portion of the eave course cover tile.Abut tosecond course of edge of each side oftlt cgI4tile. Uat8 e•aaaa pan tiles.Ensure save and of pan and cover tiles are flush at eave line. e• • • a• approximately 3/4„(19atnin)to 1„ �5.� 4 a mm) %Two Piece Barrel-High Profile Tile from the outside edge o . g pile,in; aM,free of... • foam to allow for expat"QU. •••••• 4. Turn cover tile over afta>:foain is appliedand o e:a a e place onto pan tile couisere sure am)msIm of*•a a 9• 20(129 cm2)-25 (161t5e b square ilich •a contact area on each side of the co*.tjM to the....•• pan tile.Continue in samea)nanner.eTrim away :....: • .. .•. . • any cured exposed foamas adhesive.l?oauti>sag 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•DADECOUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11 H'® 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/economv 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 materjal fails to meatstlle' 000000 requirements of the applicable building code. " ' :"' 0 This product is approved as described herein,and has been designed to comply with the Florida M illding t4fe 0-0-:- 000000 0 0 0 including the High Velocity Hurricane Zone of the Florida Building Code. 0 0 0 0 0000 •''' • • 0 0000 0000 0000, DESCRIPTION: Saxony 900 Concrete Roof Tile ••:00: •• 00:000 00 00 0 00 000000 • 0.000. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city!state and fohowing ..00:0 statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.. :00909 0 0 • . •••••• 0 000 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Aange in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0222.03 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 13-0723.05 MIAMI•DADE COUNTY Expiration Date: 04/26/17 ' Approval Date: 09/26/13 Page 1 of 10 v ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate 1= 17" TAS 112 Flat profile, interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-5/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. .... Saxony 900-Split 1= 17" TAS 112 Flat profile,inteilocicithg,high jiIRsure Shake w= 13" extruded concrete roof Tile equI with • ...... . . ...... thickness= 1-9/32" two nail holes. F•or.ctIgct deck or�battened. • nail-on,mortar set"4dhesive sQ4. applications. Topsusface avalik"a in 4 ..... different configurat' •• go 00000 1. Complete the brushed .. '"' 2. Right hal Mossled(shown in '. . . :0.0:0 ...... drawing) 3. Left halftTW§ Cd •, 000 ;'•'•0 4. No brush '..' Saxony 900-Shake 1= 17" TAS 112 Flat profile,interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim,boosted Barcelona,concrete Width: varies roof pieces for use at hips,rakes,ridges and varying thickness valley terminations manufactured for each tile profile. NOA No.: 13-0723.05 MAMI•DADE COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 0000 (1 Quik-Drive Screw, 000*00 Direct Deck) • The Center for Applied 25-7214-5 Static Uplift Testing •••;•�Iarc)2,•1�995 •••• • Engineering,Inc. TAS 102 •••••• ;.•••; (1 Quik-Drive Screw, ."'•. •. • .... .... ..... Battens) • ...... .. . ..... Redland Technologies 7161-03 Wind Tunnel Testing •.'0•• Dec.:199.1•' .0*..:• Appendix II TAS 108 (Nail-On) :0*:0: Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug.-19;4- TAS 994TAS 108 (Nail-On) •• •• Redland Technologies P0631-01 Wind Tunnel Testing ' July 1994% ' TAS 108 (Mortar Set) •• • Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test 4MDC-77 TAS 100 Atlanta Testing& R1.894 Physical Properties Aug. 1994 Engineering,Inc. R2.894 TAS 112 R3.894 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 NOA No.: 13-0723.05 MIAMI•DADE COU Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-78044&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. • 3.5 30/90 hot mopped underla mentapplications may be installed perpendicular to the roof slope..n.e.ss stated ...... otherwise by the underlayment material manufacturers published literature. •••• •••• •• 3.6 This acceptance is for wood deck applications. Minimum deck requirements shad * in co ;kance witl*..:* the applicable Building Code. •••••• 0 0 • .... .... . . OAD .... .... ..... ...... .. . ..... .. .. . .. ...... . . . . ...... NOA No.: 13-0723.05 Mtwtie COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 4. INSTALLATION 4.1 Saxony 900(Slate, Shake &Split Shake)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 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w (ft) Saxony 900 11.5 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers -X (ft) Tile a,(ft) 2, (ft) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity- M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7':12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck •••• Decke ••• Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 ••7.55 6AV• 7.34 •, Shake & Split "•"' ' Shake •�� •• • .... .... .. .. ...... .. . ..... .. .. . .. ...... . . . . ...... •• • • ••• . . MIAMI•DiADE CNOA No.: 13-0723.05 COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail (Eave 19.0 19.0 22.1 Clip) 2-10d Smooth or Screw Shank Nails(Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails(Eave 31.9 31.9 32.2 Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistmee MonierLifetile Saxony 900 Adhesive 31.3 • Slate, Shake&Split Shake •' :•' •• 1 See manufactures component approval for installation requirements. • • 2 Dow Chemical TileBond Average weight per patty 13.9 grams. •• ••• Polyfoam Product, Inc.Average weight per patty .... ....8 rams. • • • • . ...... .. . ..... Table 6: Attachment Resistance Expressed as a Moment - Mf.(,ff4b fl : '••' ... ... for Single Patty Adhesive Set Systems •••••• •• Tile Tile Application I1liniroum At adient . Profile liesistanoe, MonierLifetile Saxony 900 Polyfoarn Pol PrOTM 118.9 Slate, Shake & Split Shake Polyfoarn Pol Pro TM 40.4 3 Large paddy placement of 45 grams of PolyPro TM. 4 Medium paddy placement of 24 grams of Pol ProT"' Table 7: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43.9 Slate, Shake & Split Shake 5. Tile-Tite Roof Tile Mortar NOA No.: 13-0723.05 MIAMI•DY4DE COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 6 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". OR LABEL FOR SAXONY 900 TILES (LAKE WALES FL PLANT LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 0000 . . 0000 0000.. 00.00. 0000 0000.. 000.0. 0000.. 0000 .•.. . 0000 0000 0000. 000.0. •• . ••6.• .. .. • •0 •0•.•• 0000.. . . . . 000000 .0006. 00 0 0 000 • • NOA No.: 13-0723.05 MAMMADECOUNTYM Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 PROFILE DRAWINGS NAIL HOLES 1-5/32"(Slate) 17 " COVERLOCK 13 " . . .... ...... ...... .... ...... UNDERLOCK •••••• • .... .... . . SAXONY 900-SLATE •••••• •• • ••••• NOA No.: 13-0723.05 CMIAMMADEOUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 NAIL HOLES P 1-9/32 "(Shake) i 17 " 13 „ Note: Available Top Surface Finishes •••� 5. Complete tile brushed ...... 6. Right half brushed (shown in drawing) .... .' 7. Left half brushed • ...... .... ...... 8. No brush .... .... . . .... .... ..... SAXONY 900-SPLIT SHAKE • .. .. . .. ...... . . . . ...... NOA No.: 13-0723.05 MIAMI•DADE COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 9 of 10 NAIL HOLES .R e ti.. �Y 1-9/32 (Shake) 17 " 13 " 0000 SAXONY 900-SHAKE END OF THIS ACCEPTANCE .00:00 0000.. 0000 0000 . . 0000 0000 0000. :00:*: . 0000.. . . 0000.. .. 0000 NOA No.: 13-0723.05 ML4MMADECOUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10 MIAMFQADE MIAMI-DADE COUNTY L�LJ� 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) wwwaniamidade.Qov/economy Boral Rooting 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. •••• 0000 0000.. . . DESCRIPTION: BORAL TileSeal "" • 0.0.09 0000 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,c`ijx„state and t dowing •••• statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.'....' 000000 0000. 00.00. 90 . 0000. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been rxrchanga••• • in the applicable building code negatively affecting the performance of this product. • 0000.. 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a rcvi,§ian Ir change in she •••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of a1W.11rohuct, 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 revises NOA#12-1219.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Juan E. Collao,R.A. QMh=kM == NOA No.: 13-1113.05 •DADECExpiration Date: 07/31/17 Approval Date: 03/13/14 Page 1 of 4 s 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 -:*61/28/02 ••• • PRI Asphalt Technologies, Inc. NEI-006-02-01 TAS 103 ••• Q4/,01/02 • PRI Asphalt Technologies, Inc. NEI-008-02-01 TAS 114(H) ••• •• 06:j7/3 0/02•••••• PRI Construction Materials NEI-045-02-01 ASTM D 4798 &ASTM CL 155•• •••08/68/07• • Technologies,LLC. NEI-053-02-01 ASTM D 4798 &ASTM G 133' "613/01/08 NEI-076-02-01 TAS 103/ASTM D479Y:•• •02/614/11'••• .. .. . .. .... NEI-034-02-02 ASTM D 1970 Ql/29/13.. •• ....% NOA No.: 13-1113.05 MIAMI•DADECOUNTY Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 2 of 4 K 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 II 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. ."00 •••• •••• • • •••• •••• ••••• •••••• •• • ••••• • • • • • •••••• NOA No.: 13-1113.05 MI U,19 DE COUNTY Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 3 of 4 LIMITATIONS: 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 documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep 0000 the deck thoroughly to remove any dust and debris prior to application. •• • 11. When applying the membrane in the valley, start at the low point and work to the high poii,15riolling tharnombrane .' from the center outward in both directions. For ridge applications, center the membrane"roll ftom the center••:• outward in both directions. 060000 0 6 • .0600. 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface!avipg special*M ention X4.0.6 overlap areas. 0 00660• 00 0 00000 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly ctnrent Product Contre�6 0•• Notice of Acceptance and applicable Building Code. :00:0: 0 Ge 14. All protrusions or drains shall be initially taped with a 6"piece of underlayment. This irgetpiece sj21t be-pressed 0.6, in place and formed around the protrusion to ensure a tight fit. A second layer of BOIL VrCeSeal un4w1aymejf shall be applied over the underlayment,and sealed using an SBS modified mastic. 0..' : 15. 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. 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 QM1 - E COUNTY END OF THIS ACCEPTANCE NOA No.: 13-1113.05 MIAMI•DiADE COUNTY �Fnzjxe ,� Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 4 of 4