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RF-19-1749F-o�-I°�-1�99 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: 09/05/2019 Parcel Number 1036 NE 95TH ST, Miami Shores, FL 33138 1132050120060 Contacts Permit No.: RF-07-19-1749 Permit Type: Roof Work Clossl#icaon: Tile Permit Status: AWoved Expiration: 02/03/2020 DANIEL JORGE AGUTAR Owner Other: 7867974041 T&S ROOFING SYSTEMS INC. Contractor LOUIS TOLEDO 1461 NW 23 ST, MIAMI, FL 33142 Business: 3052652654 Other:3057727954 Description: RE ROOF TILE Valuation: $ 36,500.Inspection Requests: 00 130�-762-4949 - Total Scl Feet: 3,000.00 Fees Amount Application Fee - Other $50.00 CCF $22.20 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $7.40 Roofing Fee $250.00 Scanning Fee $12.00 Technology Fee $7.50 Total: $356.60 Payments Date Paid Amt Paid Total Fees $356.60 Check # 36310 08/05/2019 $356.60 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 regulating construction and zoning. Futhermore, I authorize the above n m coi at all work will be done in compliance with all applicable laws to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Date August 05, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department BY: JL 3 0 019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201 l) Master Permit Sub Permit No ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 0 3 Folio/Parcel#: 0- 31 dS `BIZ. - 006 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name e(FeeSimpleTitleholder): "I,I'�I �U1�� Phone#: 0 I� Z- lu Address: ` t 'RE 01 z� City: -My��� Y �l1 t e S State: Zi L p: Tenant/Lessee Name: Phone#: Email: �7%j�.�/(.p -:4 CONTRACTOR: Company Name:. 1 � � `��1'` Phone#: Address: I Z -3 S� / City: State: �- ]�I Zip: Qualifier Name: W� n, _ State Certification or Registration #: DESIGNER: Architect/Engineer: hone#: Certificate of Competency #: n e#: Address: City: State: Zip: Value of Work for this Permit: $ Alp Square/Linear Footage of Work: Type of Work: ❑ Addition Description of Work: q❑ Alteration) ` ❑ New ❑ Repair/Replace ❑ Demolition l I /- Specify color of color thru tile: Submittal Fee $ _ Permit Fee $ Scanning Fee $ Technology Fee Structural Reviews $ Radon Fee $ ��I 151L/V 1UI . CCF $_ DBPR $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond $ _SKJIO � 03 (Revised02/24/2014) TOTAL FEE NOW DUE $ 3 TJ/� a c4olary Public Slats Of Floods David Alexander "Osco MY Commission GG 241616 ExPifes 07125*022 nMalAaa leinlmals aaulwex3 sueld aftwispun vm AWN Mu Muou ZZOZ'61 Pf&V:S3aidX3 leas LMZ 00 6 NOISSIMM3 AIN 11 23WZN00131NVO luud :u2ls AHVlON yleo ue a>lel prp oqm pue uolle:)l}lluapl (#jOZ/vZ/ZopaS!Aaa) AS 43AOUdV ***s*s* ovio3•+: :leas :lulad �IiG' :uS!s �Jll9nd A21V10N yleo ue ajel plp 04M pue uol;eolpluapl se ,� paanpoid sey oqm ao aw se �go17 pa:)npoid sey oqm ao aw ol unnoql Alleumad sl oynn V y,� 1( as A9 /.1� OZ n }o Aep slyl aw aao}aq pa2paImou>Iae seM luawnilsul Sulo2ajo} a41 HO1JV211NOD of uMoq Alleuosiad sl oqm j ��,�. Aq b / OZ �Un }o Aep slyl aw ajo}aq pa2palmoupe seM luawnilsul SuloSaao} a41 iN39V JO 213NMO amleuSls aanleuSlS •pa6joy:) aq p/m aaf uo/laadsuiaJ o puo panoiddo aq 1ou pm uo}loadsu/ ay1 'aoilou pa}sod yons jo aauasgo ay1 ul •panss/ sr 1iwjad bufflynq ay1 jaVo sADp (Z) uanas un000 yjigm uo*ipadsu/ 4s�gj ay1 jol a1/s qof ay110 palsod aq lsnw luawaivawwo3 fo aopou pap.jo.gaj ay1 to Xdoj paijrlJao o 'osIV •luawy.7ollo o1 l�afgns s.i Ajjadoid asogm uosiad ay1 01 paJani1ap aq Ipm aingjojq mD1 uay uo.gmj4suoo pun luawaouawwoo10 ao!;ou ay1 jo Adoa o 1oy1 pof pooh ui asiwad lsnw 1uoj//ddo ay1 1005Z$ bu/paajxa anjon palow/1sa uo yj!m 1}wjad Ou/p/inq o jo aouonssi ay1 01 uo/1/puoj o sy :1uojgddy of aoiloN „'1N3W3JN3WWOJ 30 3311ON bf1OA 9NI021O33H 3HO339 A3NkI011d NV UO 1130N31 un0A HIM mSNOJ'9NIJNVNl3 NIdl8O Ol MUM f1OA 31 'A1213dO21d unoA Ol S1N3W3AOUdWI 2103 DIMl 9NIAVd unOA NI 11f1S311 AVVY 1N3W3JN31/YWOJ 30 3311ON V (MOAH Ol Rinim 21f1OA :H3NMO Ol 9NINkIVM„ •Suluoz pue uoipnjlsuo:) 2ulleln2ai smel alge:)lldde Ile 411m a:)uelldwo:) ul auop aq IIIm >ljom Ile leyl pue aleinx)e sl uo1lewao}u1 2ulosaao} ayl Ile leyl A}llJaa I :11AVOIJAV 5,113NMO .... M3'SUMOI114N00UIV'SXNVl'SM31V3H'SN311013'S3 Minj 'S100d 'SN91S '9N18Wnld ':)RllJ313 ao} painaas aq lsnw llwaad alejedas a leyl puelsiapun I •uog:)ipsljnf slyl ul uoll:)nalsuo:) Supeingai smel Ile }o spiepuels ayl laaw of pawao}.lad aq Illm �jom Ile leyl pue llwaad a }o aauenssl ayl of Loud pa:)uawwoa sey uollellelsul ao >IaoM ou leyl A}llaa:) 1 •pale:)lpul se suollellelsul pue >ljom ayl op of llwaad a welgo of apew Aga.lay sl uolle:)llddV IZ diZ alelS Al!:) ssajppV s,aapual a2eRpoW (alge:)lldde }l) aweN s,aapual a2e21Jo1N alels Alo ssaippV s Auedwo0 2ulpuog (algealldde }l) aweN s AuedwoO 2ulpuog Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF TOH"E PROPERTY APPRAIS"PR Summary Report Property Information Folio: 11-3205-012-0060 Property Address: 1036 NE 95 ST Miami Shores, FL 33138-2548 Owner DANIEL JORGE AGUTAR Mailing Address 1036 NE 95 STREET MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,126 Sq.Ft Living Area 1,786 Sq.Ft Adjusted Area 1,945 Sq.Ft Lot Size 8,927.6 Sq.Ft Year Built 1940 Assessment Information Year 2019 2018 2017 Land Value $337,151 $321,590 $321,590 Building Value $145,8 $145,875 $135,372 XF Value $220 $220 $220 Market Value $483,246 $467,685 $457,182 Assessed Value $382,868 $375,730 $368,002 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $100,378 $91,955 $89,180 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 KIRBYS ADD TO MIAMI SHORES PB 41-44 LOT 6 LOT SIZE 81.160 X 110 OR 19609-4631 04 2001 4 Generated On : 7/30/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $332,868 $325,730 $318,002 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $357,868 $350,730 $343,002 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $332,868 $325,730 $318,002 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $332,868 $325,730 $318,002 Sales Information Previous OR Book - Price Qualification Description Sale Page 29060- 03/07/2014 $587,000 Qual by exam of deed 4004 22026 01/01/2004 $410,000 Sales which are qualified 3006 19609- Sales which are disqualified as a result 04/01/2001 $0 4631 of examination of the deed 17240- 05/01/1996 $168,000 Sales which are qualified 1868 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/disciaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 7/30/2019 Section AB MIAMI•DADE Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section A (General Information) Master Permit No: � Process No: r,CEIVED Contractor's Name: T AND S ROOFING L 3 0 2019 Job Address: 1036 NE 95 ST �3Y: Roof Category ❑ Low Slope ❑ Mechanical) Fastened Tile ✓ Y ❑Mortar/AdhesivelSet Tile . . .... ...... ❑ Asphaltic Shingles ❑ Metal Panel/Shingles Q :VOOd ShingTe s/!hakes 00*000 ❑ Sprayed Polyurethane Foam ❑ Other: 0 : • • • • .... .. .. ..... Roof Type . • ...... .... ..... . . . . .. .. .... ...... New Roof 0 Re -Roofing ❑ Recovering ElRepair ElMaintena1W... 0 .• Are there Gas Vent Stacks located on the roof? D Yes El No If yes, what type; &Nat.rj?1- LPGx Roof System Information .. :"": . 0000 Low slope roof area (ft.2) 0 ._ . Steep Sloped area (ft.2) 3000 Total (ft.2) 3000 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): Cv tl B cc w 0 w LL. J Q F- w U Z Q J 0- C O U O F— J D 0 Z O Q J W Q O Z Q w J F' z D O U 01 w r f Miami -Dade County IHVHZ Electronic Roof Permit Form "9efiverin Excellence Every tray„ . Section D Tile Roof System Roof System Manufacturer: (EAGLE ROOFING LLC (Notice of Acceptance Number (NOA): [_j- L2` .0 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 1'39.1 P 2: 68.1..._ P 3: 29.3 ' • •' Maximum Design Wind Pressures, (From the (VOA Specific system): psf • • • • • • riff in the specific roof assembly components. if a component is not required, insert not applicab%e•(n%a)yn the toxt box. ...... Deck Type: Roof Slope:.- '712" Roof Mean Height: ft. Method of Tile Attachment: Adhesive, 2 Small Paddy Polyfoam Polypro- -- — Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: --3" face 24 ga. — Drip Edge Material Type: --Galvinized Metal-- Optional Insulation: ...... .... ••••• . . . . ...... Optional Nailable Substrate:. • : • • • •: .. Optional Nailable Substrate Attachment: Basesheet Type: rl_#O0 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: (SELF ADHERED — Drip Edge Fastener Type: I1 1/4 RS NAILS Tile Profile: ICAPISTRANO Hook Strip/Cleat gauge or weight: —Select Hook Strip =- Miami -Dade County; HVHZ Electronic Roof Fermi:: Forma "Relive; ing E*selletice Eve; y pay" Section E (Tile Calculations) Method i "Moment Based Tile Calculations Per RAS 127" For Moment based file systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values,"for each area of the roof, then the tile attachment method is acceptable. P 1: 139.1 x XI.277 = 10.83 - Mg: 6.88 = Mr1: �3.95 < 9_3 — NOA Mf P2: 68.1. xX �.277 = 18.86-Mg:I6.88 =Mr2: r1.98 29.3 N©AUl". •••••• ••••;• �P 3: �100.7 x �, I.277 = i27.89 _ Mg:6.88 = Mr3: �21.01 � 29.3 NbAMf ' • • ' • • • • • Method 3 "Uplift Based Tile Calculations Per RAS 127°' • • • • • • • • • • • � • •; • • • ...... .... ..... .. .... ...... >r Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greate �tM PG equal to th; Fr values, fob • ich area of the roof, then the tile attachment method is acceptable. • • • . . . . . ...... 1: X1:�= Xw:I — -W:�= XCos 6:Fr1:5�iJ{�4F' is Xl: = Xw: -W:XCos 0:=Fr2:�5�NOA Fr I:� --- X1: =�Xw: = -W: _� XCos 0:==Fr3:< NOA Fr Where to Obtain Information to complete the calculations _: _ ... ,... ... Description _:... Symbol .... Where to Find sign Pressure i 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. aan Roof Height H Job Site )of Slope 6 Job Site !rodynamic Multiplier 1 Product Approval (NOA) :storing Moment due to Gravity Mg Product Approval (NOA) .achment Resistance Mf Product Approval (NOA) squired Moment Resistance II Mr Calculated iimum Attachment Resistance i_ F'� — Product Approval (NOA) quired Uplift Resistance Fr Calculated erage Tile Weight W Product Approval (NOA) I =length — Dimensions w = width Product Approval (NOA) 5N084 F<ORLM SECTION 1524 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractvi'. oftowner's initial in the designated space indicates that the item has been explained. "" ...... .. ...... 2. N Renailing wood decks: When replacing roofing, the existing wood -roof deqmpyehave b • be renailed in accordance with the current provisions of Section R4403. (The Tcap eck is Mall? • •;' •. concealed prior to removing the existing roof system). • • • • • • • • • • • • • • • 4• Exposed Ceiling: Exposed, open beam ceilings are where the Underside of i iiT deckifl96 • • • • .... can be viewed from below. The owner may wish to maintain the architecturatappearance;;thgre�fpre, : • • • roofing nail penetration of the underside of the decking may not be acceptable. This provideIrtht option of maintaining the appearance. 6• _Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is 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 Signature Date ,1y C 4'S Property Address Revised on 7/9/2009 LD;07/01/2015; Gon ` ctor Signature Date Permit Number Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, F133138 Re: Owner's Name: AA Mi Property Roofing Permit Number: . . .... ...... ...... .. ...... Gate: 1 Dear Building Official: if certy that I am not required to retrofit the roof to wall connections t of my building because: i�The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name J DANIEL GONZALEZ State Of Florida * MY COMMISSION #GG250M EXPIRES: August 19, 2M County of Dade °"`°eondedmm...—yt�a wurdww t m 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 Aq day of :1U .Ze A01 q Notary Public, Sate of Florida at Large' • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/2112009 MIAMI-DADE COUNTY MIAM DiADE 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.00v/economy 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 cwstrgction They ..... documentation submitted has been reviewed and accepted by Miami -Dade County RER-Prodtict Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdictiop•(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 tbemiet to have die • • • • . product or material tested for quality assurance purposes. If this product or material fails to pew in tivacmpted • + • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediat8N t'eboke, mddi", or suspend the use of such product or material within their jurisdiction. RER reserves the righ; to se roke this acceptance,• if it is determined by Miami -Dade County Product Control Section that this product or material f;ils to n:eet+the • requirements of the applicable building code. . .. This product is approved as described herein, and has been designed to comply with the Florida Building -" • including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: High 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. TERIVIINATION 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.18-0523.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino " NOA No. 18-0829.04 Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE: Roofing Roofing Tiles Concrete This approves a new roofing system using High 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 values listed in section j46htfqj*n. The attachment calculations shall be done as a moment based system. .'. 00 ...... .. ...... 2. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions High Profile Concrete Tile Lenght = 17" Width = 12 1/4" Thickness ='/2" •..•.• • Test 1`46it ..... Specifications DewlAtion .. • . . TAS 112 High profile concrete fo'oftile. For (MM deck of • •; • Type la battened nail -on applioaIions: ' . . . . ...... Class III Trim Pieces Lenght = varies TAS 112 Width = varies varying thickness 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset® AH-160 TILE BOND' Roof Tile Adhesive Product Description Two component polyurethane foam adhesive. Accessory trim, concrett too; piece; fpr-Ve at • hips, rakes, ridges and valley termingt?this. Manufactured for each tile profile. Single component polyurethane foam roof tile adhesive. DAP Foam Touch N Seal Two component polyurethane StormBondo 2 Roof Tile Adhesive foam adhesive. 2.2 MANUFACTURING LOCATION 2.2.1. Sumterville, FL M1AMbDADE COUNTY �Fjju.. Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. The Dow Chemical Company Dap Foam, Inc. NOA No. 18-0829.04 Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 2 of 7 J EVIDENCE SUBMITTED: Test Agency Test Identifier RI Asphalt Technologies ERPF-001-02-03 edland Technologies 7161-03 Appendix III edland Technologies Letter Dated Aug. 1, 1994 edland Technologies P09647-01 edland Technologies he Center for Applied ngineering, Inc. he Center for Applied ngineering, Inc. he Center for Applied agineering, Inc. he Center for Applied ngineering, Inc. he Center for Applied ngineering, Inc. he Center for Applied ngineering, Inc. he Center for Applied ngineering, Inc. elotex Corporation esting Services elotex Corporation esting Services talker Engineering, Inc. TL of South Florida TL of South Florida RI Construction Materials P0402 94-083 94-084 25-7094-(3, 6 & 9) 25-7120-(1 & 2) 25-7183-(3 & 4) 25-7214-(3, 4, &7) 25-7804-4 520111-3 520191-2-1 Calculations RT1211.02-15 RT0706.03.17 DAPF-001-02-01 DAPF-004-02-03 DAPF-004-02-04 Test Name/Report Date TAS-112 Aug. 2006 Static Uplift Testing Dec. 1991 TAS 102 & 102(A) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw. Sept.: vs. smooth shank nails '..' ... Static Uplift Testing • 0 •: • • April 1914 TAS 101 (Adhesive Set) *,,,,� 0 Static Uplift Testing 0 46000 . May•199rt TAS 101 (Mortar Set) ":": .0*00" Static Uplift Testing ...... Oct. 1994 TAS 102 • Static Uplift Testing • No *. 1994 TAS 102 • • • Static Uplift Testing Feb. 1995 TAS 102 Static Uplift Testing March, 1995 TAS 102 Static Uplift Testing ZD Sep. 1996 TAS 102 Static Uplift Testing Dec. 1998 TAS 101 Static Uplift Testing March 1999 TAS 101 Aerodynamic Multiplier Sep. 2006 TAS-112 12/17/15 TAS-112 09/25/17 Static Uplift Testing 11/30/17 (Adhesive) 07/09/18 TAS 101 07/09/18 NOA No. 18-0829.04 Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 3 of 7 3. LEVIaTATIONS: • • • • ...... 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 A& TAS 106.shall beLess: required, refer to applicable Building Code. 0 • • • • • • . . : 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratojt6perform gtiarterly tests: • • • in accordance with TAS 112, appendix `A'. Such testing shall be submitted to Wa Miami-Datlt "Aunty • • • • • .. .. ...... Product Control Section for review. .... 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Al:pliCattons Standards listed • • section 4.1 herein. ; "' •' 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof sloe uciess stated otherwise by the underlayment material manufacturers published literature. • % • • • 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 3.7 All products listed herin shall have aquality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC, High Profile Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) High Profile Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multipliers - A ft3 Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application High Profile Concrete Tile 0.300 0.277 Table 3: Restoring Moments due to Gravity - M (ft-lbf) Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7":12" High Profile Concrete Tile Battens Direct Deck Battens Direct Deck Battens Direct I Deck Battens Direct I Deck Battens Direct Deck 6.68 6.99 6.57 6.88 1 6.44 1 6.73 6.28 1 6.56 6.10 6.38 NOA No. 18-0829.04 Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (Not) ; 000 • for Nail -On Systems • 000 Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct D":.. (min. 19/32" plreed) .... flattens , ;.. .. .. ... High Profile Concrete Tile 2-10d Ring Shank Nails 28.6 41.2 • • • •.. ...99.4 ..: 1-10d Smooth or Screw Shank Nail 5.1 6.8 • • • • :so:*: • • • .8 ... • 2-10d Smooth or Screw Shank Nails 6.9 9.2 ...97.3 ... • 1 #8 Screw 20.7 20.7 • • • i .1 • 2 #8 Screw 43.2 43.2 ••.29.8 1-10d Smooth or Screw Shank Nail Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails Eave Clip 38.1 38.1 41.8 2-10d Ring Shank Nails' 33.1 48.1 45.2 1. Installation with a 4" the headlap and fasteners are located a min. of 2'/"from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance High Profile Concrete Tile Adhesive' 29.32 493 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TILE BOND TM Roof Tile Adhesive weight per patty 10.7 grams. ICP Adhesives Polyset® AH-160 weight per patty 8 grams. 3 DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance High Profile Concrete Tile Adhesive 4 4 See manufactures component approval for installation requirements. 5 ICP Adhesives Polyset® AH-160 Large paddy placement of 63 grams 66.5 6 ICP Adhesives Polyset® AH-160 Medium paddy placement of 24 grams 38.7 7 DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive weight per paddy 60 grams. 61 8 DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive weight per paddy 24 grams. 37 NOA No.18-0829.04 Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mf t-1 • for Mortar Set Systems .,,,,, Tile Tile ,Adaeliimenit....' Profile Application ance • High Profile Concrete Tile Mortar Set9 24.5 9 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". EAGLE� FLORIDA (LOCATED ON UNDERSIDE OF TILE) EAGLE FL (LOCATED ON FRONTSIDE OF TILE) High Profile Concrete Tile LABEL, SUMTERVILLE PLANT NOA No. 18-0829.04 Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 6 of 7 . . 6. BUILDING PERMIT REQUIREMENTS: .... ...... 6.1 Application for building permit shall be accompanied by copies of the following: • • % • • • : ....:. 6.1.1 This Notice of Acceptance. ...... 6.1.2 Any other documents required by AHJ or applicable Building Code in order to erly ev&luat9 the • . .. installation of this system. .. .. ..... . . * 0 0 0 . . 00000 .. .. .... ...... ...... • PROFILE DRAWING • • • • • • ...... . . .. . . .. ...... . 0.:009 NAIL WE, L9 High Profile Concrete Tile END OF THIS ACCEPTANCE NOA No. 18-0829.04 M1AMt•DADE COUNTY Expiration Date: 10/05/21 • • e Approval Date: 10/04/18 Page 7 of 7 ___ MIAMI j?ABP f OUNTY I Mh1 A PRbD1WtT CONTkW SECTI(5N' • � • I• r1803 SW 2e g'$vt,. oom 208 • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) • • *: Miami, F1orida•3S 175-2,fX • • • BOARD AND CODE ADMINISTRATION DIVISION T Mtr^5-2590 F (786) 315-2999 • NOTICE OF ACCEPTANCE (NOA) • www,ndami3a$e�oY/econofhv • ICP Adhesives and Sealants, Inc. • • • • • • .... ..... 12505 NW 44' Street • • • • • • • • • • • •.. Coral Springs, FL. 33065 SCOPE: .. .. This NOA is being issued under the applicable rules and regulations governing the use of construction x�atonals. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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. 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 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: ..0 ..... .... .... ...... This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and SeWaiatis, Inc. as described • • in this Notice of Acceptance. For the locations where the design pressure requirements, as termiued b ba��Iicable ...,:. building code, do not exceed the design pressure values obtained by calculations in compliance m4h Roving ...... Application Standard RAS 127. For use with approved flat, low, and high profile roof tile s}ttemS using:I(;p • • • Adhesives Polyset® AH-160. 0090 PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: TAS 101 Two component polyurethane foam adhesive Dispensing Equipment 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® AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Proper Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./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.: 17-0322.03 MIAMI•DAD, COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: • • • • Test Ageney Test Identifier . . Test Name/Repo .... at ...... • Center for Applied Engineering #94-060 TAS 101 • • • ; • • 04/644 • • • • • 257818-IPA TAS 101 """ 12/16/96 25-7438-3 SSTD 11-93 ."". 1t/.25/85 •••; ' 25-7438-4 :• :• ��••� 25-7438-7 SSTD 11-93 ...... � � • � � • .... 414Q;/95 ..... • • � � � � 25-7492 SSTD 11-93 ...... 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 . . . . b�%(Sf/�4 ...... • 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 1.01 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' 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-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.: 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 an roof tile assembly having a c * OA t• • •list • • Y Y Y Y g $3� S attachment resistance values with the use of ICP Adhesives Polysete AH-160. ...... ....:. 2. ICP Adhesives Polyset' AH-160 shall be applied in compliance with the Component Applfc�ation sectiRon and corresponding Placement Details noted herein. The roof tile assembly's adhesive attaefiE6h4 with the ase* of ICI' Adhesives Polyset' AH-160 shall provide sufficient attachment resistance to meet or gyjeied+the resIsSfice value � � � • determined in compliance with Miami -Dade County Roofing Application Standards PAS,1Z7. The Iive 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:Applcation Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and �4aantenance Booklet. • • • • • • .. . . • • 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesi"s and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 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. ICP Adhesives Polyset' AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset AH-160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives 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 .,,.. Minimum Paddy Contact : 4i9imum Paddy Gram Tile Profile Placement Detail • Area Weig$j ...... ... Eave Course - Flat, Low, High "" ' Profiles All Eave Course 17-23 sq. inches + • • 46-65 slog* •• •• ••• Flat, Low, High Profiles # 1 17-23 sq. inches ; • • : 45.65 • • : Flat Profile #2 10-12 sq. inches 0 00•3�0� • • • Low Profile 42 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 pet paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 Nokhrouphplastut ak[ _P.1aY"Um awit a&•5 {�sf r•quired'rt ' �1 1 • 9xi sit -.. y`=`t ` i W. s %*Onai r rr•; i t .ram x L 14 s , y fyx FasilE �1-1:'� �.T'�'• ..+ter r� Nail thrgvghptastK cement iwhen rewirecO 4(ndnelpmam[ j � i 19 in +t l r`ti` • Vedue Fascia -. j� lam` '�:,� � .� •� � • - ° -`��• _= Hnl S'Fsiaug� pl�isic �i�rcnZ•-.,_ I When [cQ�tiritl} ?' Ricldp t8e n•Els3ili+r k l8m s a j.. 4:� t !e S 11 _ ldi llb4' •_.. 2 in. c ENC [t+SSllre ADHESIVE PLACEMENT DETAIL # 1 •..Y Flat/Low Profile Tile • • ' •••• •••••• • • • • •• • •Y• • • 1. Starting at the eave courses aiiply a minir*jx m 2" e • • • : • (50.8 mm) x 10" (254 rrn" x t" (25.4 min) foam:.... paddy onto the underlaWhtllf positioptdeas.shown, under the strengthening Al closest to Me 81erloclo': of the t•••••• he being set. •••• • ••••• • •.•�•• • • 2. Continue in same manner. IhsQre approximately L7...;. (109.7 cm2) — 23 (148.4.cm2�squareMW lahesive contact with the underAeaf le tilet • • • • • • - Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 min) 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. 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. 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 OCAR tiraugh pluisiC cern4Re _ pit2d j��neOhNSSWI 4NM regliffed), Elio' �f•'dt jftem •L'�Ji - G • -� E Clog 'i. e�itgria 4;rt�nal J � "- :::_�� la i2�;' -. _ _,` r•{r- :.fir- �,. Nail1hro 0 pbsitis teenerm twhen nquiredf 7' _k lketens 4rytiQnaE X-yy13b--;R• �,y r� MIAMI•DADE COUNTY Flat/Low Profile Tile 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 tile closest to the overlock of the file being set. Insure approximately 17 (109.7 cm'-) — 23 (148.4 cm'-) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum J�0.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam P"Xbnto dr..... underlayment positioned aS,484 under the . • strengthening rib closest to-9w- iverlock of Mile • . being set. • • • • • • 0• 3. Continue in same manner. OW approximately 16" • : • • ....... ... ..... (64.5 cm2) - 12 (77.4 cm2) s l * * 0. ch a6tes*Ae contact with the underside le. � � • . . . . ...... .... % Medium Profile / Double Pan' iie • • • 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 file closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 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 ibrough pk:mt tapte i--.. Nihtneequired r R.,dajri$rnuthTii�} •~,..fir --•.i;,, �_ 21n l 4 6isicns aptianal � •-.'- •'~ '' -•` 1 � �;: /gyp s. T Ease CgLffse'Eaxca f w 10 2 M. ,.�'' • .a��',;. � Fie-�as�nc 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 (109.7 cm2) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. 2. At the second course apply a nimunr• *'jj8.8mnt x 7" (177.8 mm) x 1" (25.4 Vh) foam jaWy onto the underlayment positioned ac ahowxl under the.pan ....: - portion of the tile closest to 4k; everlock ofthe tile • being set. �••••� �• ; • • .... .. .. ..... 3. Continue in same manner. MAIrUpproxMate4y 17 (109.7 cm) - 19 (122.6 cm ).s *are inch aUesive • contact with the underside Qf the file. • ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Hail throaghp[asticzanient Paddy(between tHes) lwrhen requiredyN Battens optional` Paddy lsmder nle) t`- an gle paddy y on tap of the 4 dxdin, - - ?€nglepaddy un ertil single paddy anamdedayment 2 M. loins-.o. 3 n. Fascia =Eave Cdosme RattLow Profile TJ I e Nail through plastic cement -9ngle paddy under the [when required) Padfdyrabetwcen ales] Battens r Paddy[undertilel aptianaF a r Single paddy * �. an top o#tile -, - Single paddyon unaenay rang thin. tin. �� ^= Fa Closure Fave Course Fascia Medium ProtllaTile 1. On the eave 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 tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm.) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in (109.7-148.4 cm2) of adhesive contact with the underside elf Wle • • •••• •••••• • • . • 2. Apply a4" 101.6mm. ••4"� 01.6mm �1" 25..•... pp Y ( ) A.�• )x ( � mm) foam paddy onto the. Wderlayme4it just beloV" the second course line pasiticued foam paddy 00000 under the strengthening Ffib•foraflat tile,- or under the • • pan portion of the tile, cMesrto the uit&"ock for• • • • ; • the second course tile toWi2isiCalled. Insure '. approximately 8-9 in (51.6-5871 cm2; a4kesive • •"• contact with the underside of tie 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) Nail through plast[rce Sinnle'paddy wider the [whet required) �a Paddy lbemm tiles) Battens PWdy[undertilei r Single ddy ppaa { n smderiaymen Sttl�le 2x4i, padd on toe topEat*e Course ��' -� Fascia WeWhole '10 in Eweclosetre Drip edge High ProflleTile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm) square inch adhesive contact with the underside of UAtile at the head of the tile. CoiUinue•in same mamfer. ..... • • • • • •••••• •• •••••• • 60 •••• •• •• ••••• •.•... •••• .•... •• •. ••.• ••.•.• . • • • .••••. 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. in. Steep pitch applications in contact with the pan tile. (when required) 2) Tom covers upside down. Place adhesive in to 1 in.from outside.edgeofcovertiie. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment Sheathing Eaveclosure'-�1- (motar shown) Weephole Fascia Board Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover Liles are flush at eave One. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 nun) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing Woo, pan courses up toward the -ridge. Insure • • • • • • • • • • approximately 65 (41900cm3) — 70•MJ.0 cm2) •. square inch adhesive dd)itd' =with the u$derside a of the pan tile. """ ' :••••: • • • • • • • • • • • • • *0000 3. Turn covers upside doy"gyposing tbgj4udersidc.;..' of the tile. Apply a miigi fiuvf 1" (23A.mtn) x 10::.... (254 mm) bead of adhasiue4rectly on -the inner • edge of each side of the covet tile. tj4Y4 . • • • •' • approximately 3/4" (11 mVl jo 1" I25.4 mm) ;....; from the outside edge of the file, ini�ard,'free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover file 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 APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 M�I�AMFDiADE MIAMI-DARE 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.2ov/economy Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction r 18?114s. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - ProduclControfMction to to • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdicti* (�1HJ). • • • • : • • .. . .. ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County rlQuct Control Section; • • • • ; (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tfle,rWA to hd%�t%l ..... product or material tested for quality assurance purposes. If this product or material fails to palf,66M in theewcepted ..:.. • 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 righttb Mke this adceptance, •. if it is determined by Miami -Dade County Product Control Section that this product or material fails to AwA ide 0000 • requirements of the applicable building code. : 096 :....: This product is approved as described herein, and has been designed to comply with the Florida Building•CQd� • 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 -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 D1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in slop(d is f . . .... ...... assemblies. • Boral Citadel Plus 36" x 72' rolls ASTM D1970 SBS self -adhering aspYaIt7*seet materiawith a: poly film -facer; for use.V q mid-ply�undglaymW • • ; in sloped roof assembli ' p es.Y .. ♦. ..... 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 OCF-424-02-01 ASTM D1970 07/25/18 OCF424-02-03 TAS 103 07/25/18 Trinity ERD 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 Il or ASTM D2626 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. Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval. (Optional): • • • • . . .... ...... Membrane: One or more plies of BORAL TileSeal Underlayment with a minim-dfn 3"head lgf an: ' • minimum 6" end lap. Place the first course of membrane parallel tS MI eave, rollin�tte • � • • • • membrane to obtain maximum contact. Remove the release mem4an* *'js the mejnbrape is ; • • • • ; applied. Vertical strapping of the roof with BORAL TileSeal UndCr.layVatnt is ftGrep ble. All... end laps and laps without black selvage area shall be sealed under lapu"g an Sl ,&xgodified•: • • • mastic. 00000 .... ...... :09. . Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be%ackLailed to • deck with approved annular ring shank nails and tin caps at a maxim 1 " O.C. at t1v side , ...w.. 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. MIAMI•DADE COUNTY NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 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 w*n y? are loWe directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof p fcli � reaterltan 1:12".� 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed apprQy$lgf this product with. specific prepared roofing products. • *goo: P p p g P .... 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 00006 • • 0 • • 00000 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice 4 0 0 �,, tance U j 4 j o o o 00000: • o BORAL TileSeal underlayment as a component part of an assembly in the Notice of AGQW4aace. If BORAL . TileSeal underlayment is not listed, a request may be made to the Authority Having Juldictien (AIJJ�gjjtbe 000000 Miami. -Dade County Product Control Department for approval provided that appropriate dr4dWentation is :....: provided to detail compatibility of the products, wind uplift resistance, and fire testing re%filts.' : . ' ' •..• 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 MM MAMMADE COUNTY END OF THIS ACCEPTANCE NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 4 of 4