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RF-19-1651Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 T AW IssueDote: 07/23/2019 Location Address Parcel Number 561 NE 106TH ST, Miami Shores, FL 33138 1122310140140 Contacts Permit NO.: RF47-18-1.651 Permit Type: Roof Work 0assificatfon: rde Permit Status: A00roved Expiration: 01/14/2020 Inspection Requests: Description: RE -ROOF TILE Valuation: $ 17,850.00 303-70.4949 LLJ Total Sq Feet: 2,100.00 Fees DAVID AND ANGELA BENJAMIN Owner 561 NE 106 ST, MIAMI SHORES, FL 33138 T&S ROOFING SYSTEMS INC. Contractor LOUIS TOLEDO 1461 NW 23 ST, MIAMI, FL 33142 Business: 3052652654 Other: 3057727954 $50.00 CCF $10.80 Inspection Requests: Description: RE -ROOF TILE Valuation: $ 17,850.00 303-70.4949 LLJ Total Sq Feet: 2,100.00 Fees Amount Application Fee - Other $50.00 CCF $10.80 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $3.60 Roofing Fee $250.00 Scanning Fee $12.00 Technology Fee $7.50 Total: $341.40 Payments Date Paid Amt Paid Total Fees $341.40 Check # 36591 07/23/2019 $341.40 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction ant n z ng. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signat ru e: Ownet / Applicant / Contractor / Agent Date July 23, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village _� ► 8*� 1 11 Building Department S1 "DA 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 T I (305) 795-2204 Fax• (305) 756-8972 e. INSPECTION LINE PHONE NUMBER: (305) 762-4949 I .� ❑ BUILDING ❑ ELECTRIC ❑ ROOFING FBCp2011 Master Permit No. -V I-tcl' 1 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [-]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP r p / CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores z', I County: Miami Dade Zip: �l J Folio/Parcel#: 1--1 —� 1 6 LA n I '1 (2) Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �✓� Gl'^ �t rn Phone#� Address: T V v 6 5 4' City: d1n� [%�"` State: Zip:---!) 7 Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: t ' Od f ' Phone#:� Address: L (o YV L^J 23 f CitState: L - Qualifier Name: LOUT ) _�d-If<)0 Phone#: State Certification or Registration #: (_�-C 13Z G d 3Z Certificate of Competency #: _ DESIGNER: Architect/Engineer: hone#: Zip: _� __�) Address: City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: 2 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition r Description of Work: 0-if—I Vic Specify color o c r thru tile: t )O W y-_ y' Submittal Fee $ Permit Fee $ CCF $_ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Co/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 Signatu OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foreg I Instrument was acknowledged before -me this day of ;7ylu 20 !� by Cday of 1 20 I I by N"th -1. ,wl', A who is', personally known to I W idi ed who is personally (known to me or who has produced I,y, �SZS� Wf7' '��'�% as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. (1 Sign: Sign: II Print: Print: 11 Seal.• &4GELSUAREZ Seal: \ ff( COMMISSION # GG 241752 aKQp�• ExpIRES: July 25, 2022 �ed Public r.0^rvmtEYs� APPROVED BY Plans Examiner Structural Review (Revised02/24/2014) ********* Zoning Clerk _,.•^.,\, t DANIEL PE Nct yPub,,c-Stat- =. ? Commission = CC,:- 09 My COMM .ExoiresNcv? :^ ********* Zoning Clerk 7/12/2019- Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAIN^ER Summary Report Property Information Folio: 11-2231-014-0140 Property Address: 561 NE 106 ST Miami Shores, FL 33138-2045 Owner DAVID BENJAMIN ANGELA BENJAMIN Mailing Address 561 NE 106 ST MIAMI SHORES, FL 33138 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,920 Sq. Ft Living Area 1,559 Sq.Ft Adjusted Area 1,727 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 1949 Assessment Information Year 2019 2018 2017 Land Value $216,021 $205,735 $228,594 Building Value $121,201 $122,203 $123,204 XF Value ,441 $1,461 $1,481 Market Value $338,663 $329,399 $353,279 Assessed Value $252,352 $247,647 $242,554 Benefits Information 2019 Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $86,311 $81,752 $110,725 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 36 52 41 31 52 42 PB 10-47 AMD PL MIAMI SHORES SEC 5 E1/2 LOT 20 & LOT 21 BLK 109 LOT SIZE 75.000 X 122 OR 21187-4776 03 2003 1 Generated On : 7/12/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $202,352 $197,647 $192,554 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $227,352 $222,647 $217,554 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $202,352 $197,647 $192,554 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $202,352 $197,647 $192,554 Sales Information Previous Sale Price OR Book -Page Qualification Description 03/13/2009 $416,000 26788-3531 Qual by exam of deed 03/01/2003 $259,000 21187-4776 Sales which are qualified 03/01/1997 $124,500 17577-3415 Sales which are qualified 06/01/1989 $110,000 14167-1983 Sales which are qualified 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 Roof Type ❑ New Roof ❑ Re -Roofing ✓❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) 0 Steep Sloped area (ft.2) 2100 Total (ft.2) 2100 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'): jZECE][VED JU 18 2019 Uj OB' 1 � cJ Q a Ie� 4,11 - Lr� o El� I < �I L aI zl _ r MIAW ADE Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section A (General Information) . . .... ...... Master Permit No: Process No: ' ...... .. ...... Contractor's Name: ANDS ROOFING �..;�. Job Address: 561 NE 106 ST •• ;••••• ..... Roof Category ������ •� •�•�� 00 ❑ Low Slope ❑ Mechanically Fastened Tile KI W4ar/Adhesive Set Tiles • ❑ Asphaltic Shingles ❑ Metal Panel/Shingles © Wood Sh ngIj%/Shakej••••; ❑ Sprayed Polyurethane Foam ❑• Other: • Roof Type ❑ New Roof ❑ Re -Roofing ✓❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) 0 Steep Sloped area (ft.2) 2100 Total (ft.2) 2100 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'): jZECE][VED JU 18 2019 Uj OB' 1 � cJ Q a Ie� 4,11 - Lr� o El� I < �I L aI zl _ A N QuickMeasure Roof Reports in Under an Hour Lengths Flast? • Step grip 0 5 257 M Bend E3 Eave ® Rake 0 Ridge 14 113 144 56 Lengths in feet 0 Tiie Roof S. in, MIAM!•DIR►DE Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" 0000.. .. . P 1: 39.7 -- P 2: 68.1— - P 3: 100.7 0000.. Maximum Design Wind Pressures, (From the NOA Specific system): 31.3 psf :000:0 Fill in the specific roof assembly components. If a component is not required, insert not applicabk.(j0a).-in theetext fox, . . 110000 Deck Type: 1,--5/8" Plywood -- Roof Slope: "M 2" Roof Mean Height: 15 ft. Method of Tile Attachment: --Adhesive, 2 Small Paddy Polyfoam Polypro-� Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: -3" face 26 ga.-- Drip Edge Material Type: --Galvinized Metal - - Optional Insulation: Optional Nailable Substrate: Optional Nailable Substrate Attachment: Basesheet Type: 30 ASTM TYPE II Fastener Type for Basesheet Attachment: 1 1/4 RS NAILS 6" OC AND 12" FIELD Tile Underlayment (Cap Sheet ) Type: TILE SEAL Tile Underlayment Attachment Method: SELFADHERED Drip Edge Fastener Type: 1 1 1/4 RS NAILS Tile Profile: LOW PROFILE CONCRETE TILE Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- 000 000 0 0 0 0. 0 .0000. 0 .. 0. 00.00 0 0 0 0 . . . 0000.. . 0 0 0 0 . 0000 EAGLE ROOFING Roof System Manufacturer: 0000.. .. Notice Acceptance 18-0509.18 of Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): . e. :0 0 0.0 0000 0000.. .. . P 1: 39.7 -- P 2: 68.1— - P 3: 100.7 0000.. Maximum Design Wind Pressures, (From the NOA Specific system): 31.3 psf :000:0 Fill in the specific roof assembly components. If a component is not required, insert not applicabk.(j0a).-in theetext fox, . . 110000 Deck Type: 1,--5/8" Plywood -- Roof Slope: "M 2" Roof Mean Height: 15 ft. Method of Tile Attachment: --Adhesive, 2 Small Paddy Polyfoam Polypro-� Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: -3" face 26 ga.-- Drip Edge Material Type: --Galvinized Metal - - Optional Insulation: Optional Nailable Substrate: Optional Nailable Substrate Attachment: Basesheet Type: 30 ASTM TYPE II Fastener Type for Basesheet Attachment: 1 1/4 RS NAILS 6" OC AND 12" FIELD Tile Underlayment (Cap Sheet ) Type: TILE SEAL Tile Underlayment Attachment Method: SELFADHERED Drip Edge Fastener Type: 1 1 1/4 RS NAILS Tile Profile: LOW PROFILE CONCRETE TILE Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- 000 000 0 0 0 0. 0 .0000. 0 .. 0. 00.00 0 0 0 0 . . . 0000.. . 0 0 0 0 . Section E KAM I•DIADE '® "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) 0000 . . 0000 0000.. Method 1 "Moment Based Tile Calculations Per RAS 127" 060••6 0000.. For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. jQge6Mf values are. ; • • • • ; greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is tige".1ble. ; • • •' • •00.0• 900000 6606. • • • • .. . • 0000 • P 1: 39.1 XX .278 = 10.86 , _ M 7 71 = Mr1: 3.15 < 31.1 ' 68.1 .278.: g: 6 0000.. P2: x�, = 18.93 _ M 7.71 =Mr2: 11.22 < 31.3 NOAatf :6.66• • P 3: 100.7 x .278 = 7.99 - Mg: 7.71 = Mr3: 20.28 < 31.3 NOA Mf 6 • . • • • • • Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. P1:®X1: Symbol Xw:®=®-W:�=® 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 XCos 6:®=Fr1:®<_� NOA F' P2: X1:= 6 Xw:®=®-W:= Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity XCos 6:F7=Fr2:<_® NOA F' P3:®XI:®=®Xw:�=®-W:®=® Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr XCos 6:®=Fr3:®<_® Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length W = width NOA F' Where to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier 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 W = width Product Approval (NOA) gH�a �S �ORID SECTION 1524 •••• •••••• HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICA.T404 FOR ROWNG • • CONSIDERATIONS •••••• 0;••••; 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to' the • j• ode n r with ;. • the required roofing permit, and to explain to the owner the content of the section. The,ua� fins Se j of VR440a..... govern the minimum requirements and standards of the industry for roofing system insWlatieas. Additionally, the • • following items should be addressed as part of the agreement between the owner ant tine conCractor.•The cnner's •, ••: • initial in the designated space indicates that the item has been explained. • • • • 2• X Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. _Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. ._Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is ve not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Agent's Sig D a1�IIel9 S6 Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,'Plorida 3313q • • • • Tel{ *(�30�5) 795 22.D4 • • • • • • Fax: (Sp5) 756.&= 000.00 OWNERS'S AFFIDAVIT 4F EXEMPTIOIV:::' 0""' ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FORWIMING 6]tE;• BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: �q � VVA ,I V Property Address: o iit Roofing Permit Number: 00 0 Date: 0000.. 0000 0000.. 0000. 0000. 0000.. 0000.. 0000.. Dear Building Official:` I q Q I`� certify that I am not required to retrofit the roof to wall connections of my 7buildin bec use: 11 , ejust valuation for the structure forur ose of ad valorem p p m taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large When the just valuation of the structure for SFBC. Then you must provide a building,4 Revised on 5/21/2009 taxation is equal to or more than $300,000.00, and the building was not constructed with FSC nor a 1994 a General Contractor for the Roof to Wall connection Hurricane Mitigation. MAW MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economv Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: • . . .... ...... This NOA is being issued under the applicable rules and regulations governing the use of cdi 5trut;tion iMtgi$ls. The • documentation submitted has been reviewed and accepted by Miami -Dade County RER -P'rd IWControl SeMon love used in Miami -Dade County and other areas where allowed by the Authority Having Jurisjiction0(AHJ). • :000*: .00 • . • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count} Mdduct Cdntrol Sectioi'i'; • •1• .. ..... (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve e n t to l�av&tixs product or material tested for quality assurance purposes. If this product or material fails t • f in the cce ted • • • P q ty P� P 4�IT��Qtm � P •. manner, the manufacturer will incur the expense of such testing and the AHJ may immediately'reyoke, uiodi�y, or ...;, suspend the use of such product or material within their jurisdiction. RER reserves the right to wy oke Wis acceptance, if it is determined by Miami -Dade County Product Control Section that this product or materitaT fails to:n %et the • • • requirements of the applicable building code. *000 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: Low Profile Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.17-0822.13and consists of pages 1 through 9. The submitted documentation was reviewed by Freddy Semino, NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the yall.M.listed in section 4 herein. The attachment calculations shall be done as a moment based 4} tevl* 0000 0 .. . ... . 99 0000.. .. ..... . 2. PRODUCT DESCRIPTION: 0000 00 0 0000.. Manufactured by Testi t 0 0 nohm 0000.. 0000. Applicant Dimensions Specifications Deaceivtion ' Low Profile Lenght = 17" TAS 112 Flat profile concrete foof the equipped with tib* Concrete Tile Width = 12 '`/4" Type 3a nail holes. For adhesive sat, direct deck or 0. 0 0 Thickness = %" Class III battened nail -on applications. ; • • • • • . 0 0000.. Low Profile Lenght = 17" TAS 112 Flat profile concrete roof the equip;@d'with two Concrete Tile Width = 12 1/4" Type 3a nail holes. For adhesive set, direct deck or Thickness = %" Class III battened nail -on applications. Low Profile Lenght = 17" TAS 112 Flat profile concrete roof tile with slate finish Concrete Tile Width = 12 I/4" Type 3a equipped with two nail holes. For adhesive set, Thickness ='/2" Class III direct deck or battened nail -on applications. Low Profile Lenght = 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile Width = 12'/4" Type 3a equipped with two nail holes. For adhesive set, Thickness ='/z" Class III direct deck or battened nail -on applications. Low Profile Lenght = 17" TAS 112 Flat profile concrete roof tile brushed finish Concrete Tile Width = 12 '/" Type 3a equipped with two nail holes. For adhesive set, Thickness ='/z" Class III direct deck or battened nail -on applications. Trim Pieces Lenght = varies TAS 112 Accessory trim, concrete roof pieces for use at Width = varies hips, rakes and ridges. Manufactured for each varying thickness tile profile. NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Date Test A2ency Test Identifier PRI Asphalt Technologies ERPF -001-02-01 Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix 11 Redland Technologies P0402 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. ATL of South Florida ATL of South Florida PRI Construction Materials Technologies Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(2, 5, & 8) 25-7183-(5 thru 6) 25-7214-(1, 5, & 8) 25-7487-2 25-7496-(1 & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations RT 1214.01-15 RT0706.01-17 DAPF-001-02-13 Test Name/Report Date TAS 112 Aug. 2006 Static Uplift Testing Dec. 1991 TAS 102 Static Uplift Testing Dec. 1991 TAS 102(A) Wind Tunnel Testing Dec. 1991 TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. .... '. Sapt. 199:... .. smooth shank nails • • • • • • ...... Wind Tunnel Testing • ; .. Ej u.g. 1994..... TAS 108 (Nail -On) .... . . Wind Tunnel Testing ...... Aug. 1991'". ...... TAS 108(Mortar Set!�•00•• .. . ..... ••�•�• ��•••� Static Uplift Testing; • % % May 1994 • TAS 101 (Mortar SetT000.. 00.0.0. Static Uplift Testing'..' Cv. 1994"": TAS 102 ' • •Feb. Static Uplift Testing 1995 TAS 102 Static Uplift Testing March, 1995 TAS 102 Static Uplift Testing Dec. 1995 TAS 102 Static Uplift Testing Dec. 1995 TAS 102 Static Uplift Testing Sep. 1996 TAS 102 Static Uplift Testing Dec. 1998 TAS 101 Static Uplift Testing March 1999 TAS 101 Aerodynamic Multiplier Sep. 2006 Restoring Moments Due to Gravity Sep. 2006 TAS -112 12/17/15 TAS -112 09/25/17 TAS 101 (Adhesive) 11/30/17 NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 3 of 9 3 LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall lx ijrcomplian*ce *With • • • • applicable Building Code. • 3.7 All products listed herein shall have a quality assurance audit in accordance with the f"lefitla Building Code ; • • • • Rule 61G20-3 of the Florida Administrative Code. 0000 . 0000. 4 INSTALLATION:' .. .. .. 4.1 Eagle Roofing Products LLC Low Profile Flat Concrete Roof Tiles and its components Thal be iqstatlgd in st:ij• compliance with Roofing Application Standard RAS 118, RAS 119 and RAS -120. . 0; • • • • • • 4.2 Data For Attachment Calculations .00. 0 0000 Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Tile Profile Weight -W (lbf) Length -1 (ft) Width -w (ft) 0.278 Low Profile Flat Tile 11.4 1 1.42 1.03 Direct Deck Table 2: Aerodynamic Multipliers -1k (ft3) Tile Profile 1t (ft3) Batten Application 1� (ft) Direct Deck Application Low Profile Flat Tile 0.301 0.278 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7":12" Low Profile Flat Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Tile 7.48 7.71 1 7.37 7.59 7.22 7.44 1 7.05 7.27 1 6.86 7.07 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) 2-10d Ring Shank Nails 30.9 38.1 17.2 NOA No. 18-0509.18 MIAMI•DAD; COU= Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 4 of 9 Low Profile Flat Tile 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Low Profile Flat Tile 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 Adhesive' 1 #8 Screw 30.8 30.8 18.2 2 The Dow Chemical Company TileBond Average weight per patty 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 Average weight per paddy 8 grams. 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9. '..' : •...32.2 ..0 ... . ...... .. ... 2-10d Ring Shank Nails' 50.3 65.5'••"• 048.3 ;.. 1. Installation with a 4" tile headlap and fasteners are located a min. of 2'h"from faeaci'(if tile.:...:. ' Table 5: Attachment Resistance Expressed as a Moment MtM§t) . for Two Patty Adhesive Set Systems :...:. "' Tile Application Tile Profile Tile Application Attgg6lmnt 118.9 ICP Adhesives Polyset® AH -160 Resistance Low Profile Flat Tile Adhesive' 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 13.9 grams. 31.3 3 ICP Adhesives Polyset® AH -160 Average weight per patty 8 grams. 31.3 4 DAP Foam Touch N Seal StormBond ® 2 Roof Tile Adhesive. Average weight per paddy 8 grams. 109 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile ICP Adhesives Polyset® AH -160 118.9 ICP Adhesives Polyset® AH -160 40.4 5 Large paddy placement of 45 grams of Pol Pro T"" 6 Medium paddy placement of 24 grams of Pol Pro TM MIAMI•DADE COUNTY NOA No. 18-0509.18 A � Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 5 of 9 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile Mortar Set 43.9 7 Tile-Tite Roof Tile Mortar. 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) Low -PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 6 of 9 . . .... ...... ...... .. ...... .... . ..... EAIGLE ® • . . . . ...... FLORIDA :.. :....; ..••: (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) Low -PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 6 of 9 PROFILE DRAWING LOW PROFILE ROOF TILE 0000 0000 0000.• 0000•• s • • LOW PROFILE ROOF TILE 0000 0000 • 0000•• • 0000.• 0000.. • • 0000.• 0000• • 0000• 0000.• • 0000.. 0000.. NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 7 of 9 'tel 1� �Z LOW PROFILE ROOF TILE . 0000. 0000 0000 00..00 0.000• LOW PROFILE ROOF TILE •0. • •• ••0060 • 60 • • . • •6 . •••0•• • • •s 0000 • • • 0000.• i • 0.0.00 0000• • .0000. • • • 000.0• • NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 8 of 9 LOW PROFILE ROOF TILE END OF THIS ACCEPTANCE NOA No. 18-0509.18 MIAMI•DAD; COUNTY Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 9 of 9 MIAMI-DADE COUNTY MIAM PRODUCT CONTROL SECTION .11.805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES ( ER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ii%vw.nuamidade.gov/economv ICP Adhesives and Sealants; Inc. 12505 NW 44`e Street Coral Springs, FL. 33065 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-Prody�%Controt %ttion to be •; • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction CAHJ)."' . : ' . 00.00. 0. •00000 This NOA shall not be valid after the expiration date stated below. The Miami -Dade Courcy Product Control Section • 00.00. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve Wfigbt to hayg 1:iS prodtict - or material tested for quality assurance purposes. If this product or material fails to perform id ffe accepted manner, tlfd 0000. ... . 0000. manufacturer will incur the expense of such testing and the AHJ may immediately revoke; di y, or Bu nd the use of such product or material within their jurisdiction. RER reserves the right to revoke. jljys acceptagce, i4r 0 f it is • determined by Miami -Dade County Product Control Section that this product or material fails to meet the requiremelijs.�; of the applicable building code. . . : 0 60 0 . . 0000.. This product is approved as described herein, and has been designed to comply with the Florida �BvMkg Cdde including the High Velocity Hurricane Zone of the Florida Building Code. 0000 DESCRIPTION: ICP Adhesives Polyset' 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. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided 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 Oficial. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset' AH -160 as manufactured by ICP Adhesives and Sealants, Inc. 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 ICP Adhesives Polyset® AH -160. ." PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test ...... Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPacko NIA 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: . . .... ...... ...... .. ...... Product'Descrintion :....: .... . ..... • • Two component poi"r4ane fon-gdhesive•00 Dispensing Equipmeit • Dispensing Equipment' Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset'g' AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs.Ift.' 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. M1AM!•DADE COUNTY NOA No.: 17-0322.03 rg .. 4 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-743811 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 0;/.0.1J94 Polymers Division � � ..,, ...... Ramtech Laboratories, Inc. 9637-92 ASTM E 108 • • • • • 04010A 403 . • ..:. ...... Southwest Research Institute 01-6743-011 ASTM E 108 .' •". :LIJAJ4 • 01-6739-062b[i] ASTM E84 C1116195 ������ Trinity Engineering 7050.02.96-1 TAS 114 .. .. 03/1..4./96 ...... P36700.04.12 ASTM D 1623 ...... Q4/1812 .• P39740.02.12 TAS 101 tI2/2 M .. �•;. TAS 123 ����•� Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LDaTATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polysee 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 ICP Adhesives Polyset® AH- I 60 roof the adhesive with their tile assemblies shall test in accordance with TAS 101, 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset AH-160. 2. ICP Adhesives Polyset 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 ICP Adhesives Polyset`O 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. ICP Adhesives Polyset AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance�BeekIet: **•• 4. Installation must be by a Factory Trained' 'Qualified Applicator' approved and licensed by �Ad �S�yes nd 0 Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicawjJQ4he authortVhaving...;. jurisdiction. • • • • • • • • • •r•••• 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is r *see ad bef4e alllicatio� r' of any adhesive. The mix ratio between the "A" component and the "B" component s3 �igjmintaijped between• • 1.0-1.15 (A): 1.0 (B). • .... .. . ...... 6. ICP Adhesives Polyset AH-160 shall be applied with ICP Adhesives Foam Dispense: ":000 or 1CP •. . . Adhesives ProPack�' 30 & 100 dispensing equipment only. • ...... . •••••• 7. ICP Adhesives Polyset 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 1CP AResives Polyset' AH-160 has been dispensed. 9. ICP Adhesives Polyset AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 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 High Profile #2 17-19 sq. inches- 69960: S0 6 6 .. . Flat, Low, High Profiles 43 Two Paddys: 8-9 sq. inches at-; -42 grams per paddy head of the 9-11 sq. inches at • • • • ; • overlap • 6;, "' ' ", ... Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal- • • 17 grarn,?per bead... edge) 20-25 sq. inches each; •;•; • bead 6666.. Two Piece Ban el (Pan Tile) Two Piece 65-70 sq. inches 34 graips Atter 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. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI-Da®uN ry NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Mali through plastkcaraont i8moathTk) lwlMFOqutrodi..,Paddy t� Ositcsistrptional Eavrtourse` ter. '•• -'�'� �s:�-' s r u '. LL— •`7�4` � Ir �l ..ep Jr �_ l frr r Jr Hail llhrowolt plastic cement {wharf eegtllredj 5 —•.�,.h'. mss. = \,., OKI 2 ns.wld.► ' �►tit =y e tiJf Batle�rs opslrmai i`r '`•.'� r J` 'f _'.,,tOi1L"�.,A.�.. 7111 •..�a�s�-�,t"�: _ R t atilrs• = - ,,�� '— fascia �.A lhrouyF Pldi�ld witRlrtlt-, 4wh9nregniret4 f 1 RaddlrlBahR,iehTlli�l UrldRrt6yiaelrl `� o�`'�� �.� •� `*..{ fattens ri` ,r \.�,.�• `\\` `�-'� 4 sem:' �,� r rry•KascEa A' . _/ r rr 19In s in• fr_ sff�r `"� €amrdosuec ✓ " `ir Urlpedge Flat/Low Profile Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x I" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 6666 2. Continue in same manner. Insure aplroWately 17.... (109.7 cm2) — 23 (148.4 cm*2) equare.icch adhesive . • contact with the underside Qfthe tile. • • • • • • • • 6666•• • • • 6666•• •6•• • 6666• •• •• •• • 66.6•• • 6••6.6 • • Medium Profile / Double Pari Tile ....:. 6666•• • • • 6666•• I . Starting at the cave cours, apply a *njftmp 2" • • (50.8 mm) x 10" (254 nim) x 1" (25.46r?M) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. 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. High Profile / Single Pan Tile I . 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 file closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail throualx prastic rment ;when eequimill _ Paddy {Baaivtic711ay wd.slryenPol ', 1I ' �`'w,� 71n.,� in. Battens optional �es''�� • — FAIe Flat/Low Profile Tile I. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the the closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm'-) — 23 (148.4 cm2) square inch adhesive jentwt with the underside of the file. • • • • • • • • • • 2. At the second course, appy a Whimum 2" ( Umm x 7" (177.8 mm) x 1" (25.4 foam paddy onto tFe • • • underlayment positioned tS"On undgt rite • • • • • strengthening rib closest to ilia overlockof'the file being set. • • • • • • ...... 3. Continue in same manner.7nsure apprcW>We ly 10"960:6 (64.5 cm) - 12 (77.4 cm2 )•s ua'ra inch ldhesive :....; contact with the underside Vthe tile. • • • Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overiock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overiock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through P1a&1kca *Wk- Pid 18rr 1hT{I•) dwhantaquirodj f Z les 3' 4mlansOptional+ Y Eave Course — s,: 'fFascia I in, �76n� ��: Earrdnscme tlrlps* MIAMMADE COUNTY high Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (IQQ.7 cm2) — 23 (148.4 cm2) square inch adhesive cont&a6W* ith the*.... underside of the tile. • • • • • • ...... .. ...... 2. At the second course, appy 'AMi'llimum 2" �50.8mnU...; x 7" (177.8 mm) x 1" (25.4**! -foam ?Qddyonto the underlayment positioned %s,%%otim underh .pan 00• portion of the the closest tp t2j&erlocf4(�tt the • • • • • • being set.. •••••• • . . . . •000.0 3. Continue in same manner.'fnsA approximately 171.... (109.7 cm2) - 19 (122.6 cm)osqutire incl q&gsive • contact with the underside of the tile. "" NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 fuildwoughplasticcement paddy(between tles) {when requlredl Battensoptional ° ° paddy (under tile) singlepaddy ff 4x4 In, nngg d til single paddy on undedayment 2 x a in. • p w 110 In, 210 Faula —Eaveciamn Hat/Low Pr6ffle Tile Nall through plastic cement 516gle paddy tinder tile (when requited) Paddy lbetween tllesl Battens Paddy (under diet Optional + T -S pad on top ofu7e` �a a' , x41n. %}. S. le paddy on 2x4ln.'# ti ' ussn��deeedaymeat fOm. �` ' .21n. Eave Closure Ewe Course fascia Medium ProtlleTite MIAMI•DADE 0 TY F-' IN 2 MY1 j ao MUNTY 1. On the cave course only, 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 for flat tile or under the pan portion of the the for low or high profile the closest to the Overlock of the tile being set. Leave approximately 4 (101.6 mm) up from the cave edge free of foam to pre vent the exp Fn ec)radhesi ve • • from blocking the weepMq Insurg . • • approximately 17-23 in.Wj(Q 1.7-148.4 c%j of •...;. adhesive contact with " inderside of the tile 2. Apply a 4" (101.6 mmr; r" (: . un01.6 piil� 1c.1" (21 4... .. . . ... mm) foam paddy onto a derlaym.ent dust below... the second course line • * 0 * 0 ed fo m •add oP pa y ....:. under the strengthening rib for flat tilt• `af ander the pan portion of the tile, Ik>,sMto the und"lock f r the second course file to be installetd.Isie approximately 8-9 in- (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nan through plastic ee Single paddy ander file [when required) Paddy lbetween ties) Battens ngtlanal .k Paddy tundertnel Stnglep. ddy ununaearl�ym { dx4in. singe 2x41n�i^ rcloy on top oin'fe Save Course — Fascia Weephoie to in. 2 In.gave closure Ddp edge High prof! le Tile MIAMI•DADE COUNTY �Fjuzongj 3. Also apply a 2" (50.8 min) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the cave course tile surface as shown, on top of the strengthening rib for fiat 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 (71 cm2) square ino ilZ7Hgsive contact with the underAdeoTthe file V Me overl'Ali and 7 (45.2 cm2) - 9 (58`cml) square mci adhesive contact with t VjZrside of tie the at. the head of the tile. Conypjtg in saW magner. :0000: •••••• •• • ••••• • • • •• • • •• •• • •••••• • • • • • •••••• ••••% NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq.1n. Steep pitch applications In contact with the pan tile. (when required) 2) Turn covers upside down. Place adhesive In to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq.In. contactarea. c, o Underlayment � o 0 .;a o ✓ f r- .., Eave closure (motar shown) Fascia Remove top portion of the cava course cover tile. Abut to second course of pan tiles. Ensure cave end of pan and cover tiles are flush at cave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile I . Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x I" (25,4 -mm) foam • paddy onto the underlaymont positiotiedtas 000000 •• shown under two adjareat p tiles•. SiippBrt eave • tiles from rocking until,ltg�ve has a A9nce td • • • • • cure. •••e •....a •••••• •000:0 • • • ••••• 2. Continue in same marUjibringing two pan ":669 courses up toward the!tldgt' Insure • • 0 •' 0000** approximately 65 (41414'&&) — 70 (491.6 cm2) • • square inch adhesive iontact with Or ijl4ersida • •.:. of the pan tile. • 0000 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 M1AMfD�ADE 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 • •ego • ...... Irvine, CA 92618 .. • • • SCOPE: •••• •••••• This NOA is being issued under the applicable rules and regulations governing the use of cwpruction nikerials. The ..... documentation submitted has been reviewed and accepted by Miami -Dade County RER - Prgd%pJ Control�laclion to be • • • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdickon.(AHJ). ""' • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Co:itm ectioii • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve th"ng;t to have this • • •.: product or material tested for quality assurance purposes. If this product or material fails to perform in t�* 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 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 new NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Cateaory: Underlayment Material: SBS PRODUCTS DESCRIPTION: .... Test Prod$cC Product Dimensions Specification • • • D_emigKon BORAL TileSeal 36" x 36' rolls TAS 103 • Y Y Y Y SBS self -adhering asp;*l�: fleet. materi2l with a 36" x 72' rolls ASTM D1970 • white glass re-enforcedMye'ster sib uoibg fabric; • for use as an underlayxnent iu slopedw(f "' • • assemblies. • • • • .. Boral Citadel Plus 36" x 72' rolls ASTM D1970 SBS self -adhering asAalt sleet materia] with a '. poly film -facer; for ut a4ft jnid-pl unddrlaympnt in sloped roof assemblies. • • :609% MANUFACTURIGN LOCATION: 1. Brentwood, NH. 2. Houston, TX. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials OCF-356-02-04 ASTM D1623 07/25/18 Technologies, LLC. OCF-356-02-02 TAS 103 07/24/18 OCF-356-02-01 ASTM D1970 07/26/18 OCF-424-02-04 ASTM D1623 07/25/18 OCF424-02-01 ASTM D1970 07/25/18 OCF-424-02-03 TAS 103 07/25/18 Trinity ERD MIAMMADE COUNrald-dATY ...• BRLRF-SC16810.11.17 ASTM D 1876 11/28/17 NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 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 D226 Type H or ASTM D2626 with a minimum 4" k�::lap and a 6" end lap mechanically fastened to deck with approved nails and tin.aaps 25" o.c, 4t th %laps ""; • and two staggered rows 12" o.c. the field of the roll. • • • • Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per currentapp?oval. ;,,,;"• •; (Optional): .... Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum J.".head lap Ind ""; • minimum 6" end lap. Place the first course of membrane parallel t;the eave, rolling the ; membrane to obtain maximum contact. Remove the release membfane.a%the rr m'Brathe is , applied. Vertical strapping of the roof with BORAL TileSeal Under'layirrent is rciepta ble. Alr. •; end laps and laps without black selvage area shall be sealed under lap using an SU9 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 12" o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH -160, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 3 of 4 n � . 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. 99.9 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface .. withdeck free oflr0rcgWkritie 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recoxIer, but try be . • applied over a roofing Base/Anchor sheet underlayment. 999 9 • • 9999.. 9999.. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer t1tam 4 80 days o!. .....: application. 090000 :0000, • 9999. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when;ices are lgo�0-4irectly.%.' .9 99 to the BORAL TileSeal underlayment; loading boards or battens are required on roof p"bg� greater Mar?6:12". • • • • 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed appkvai I this prodwt with• � 0 specific prepared roofing products. ; "• • • 8. Tiles shall be stored on battens on roof pitches greater than 6:12". • • " 9 9999 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 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 point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control 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 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 MIAMI•DADE COUNTY �Fgzuerjvl END OF THIS ACCEPTANCE MIAMI•DADE COUNTY NOA No.: 18-0502.03 • Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 4 of 4