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RF-17-1612 Ype Miami Shores Village f� J 7 10050 N.E.2nd Avenue *C/OSSM � T"ll's •"' �' Miami Shores,FL 33138-0000 Phone: (305)795-2204 fTG17i3f15tafuS:A1F�t�VED. IORt►7` s l ,ue 017 Expiration: 12117/2017 Project Address Parcel Number Applicant 426 GRAND CONCOURSE 1132060170070 HERIBERTO CRUZ Miami Shores, FL Block: Lot: Owner Information Address Phone Cell HERIBERTO CRUZ 1000 NE 96 Street MIAMI SHORES FL 33138- 1000 NE 96 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 14,000.00 T&S ROOFING SYSTEMS INC. 305/265-2654 _.... _.. Total Sq Feet: 2000 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-6-17-64352 CCF $8.40 06/20/2017 Credit Card $317.66 $500.00 DBPR Fee $4.13 DCA Fee $4.13 06/20/2017 Credit Card $500.00 $0.00 Education Surcharge $2.80 Bond#:3435 Permit Fee-New Roof $275.00 Scanning Fee $12.00 Technology Fee $11.20 Total: $817.66 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 c oro with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assum re ponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required jofELEC TRICAL,PL MB NG,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID ST: ce ify th t all the foregoirxf information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z�Mning . utherm re,I authorize a above-named contractor to do the work stated. / I June 20, 2017 A ho cll n t re: ne / Applicant / Contractor / Agent Date Building De rt en Copy June 20,2017 1 4k AC132 Engineering Inc. Testing & Engineering Services Certificate of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245-8976 Fax:954-301-7776 5230 NE le Avenue Fort Lauderdale,FL 33334 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 1_ Client: TO Roofing Systems, Inc. rte, Test Date: 07/21/2017 Permit#RF-6-17-1612 Property Address: Heriberto Cruz Residence 426 Grand Concourse,Miami Shores, Fl- Roof LRoof Pitch: Type of Tile: Roof Area: 4 in 12 Boral Roof Tile 20.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: (T1-T8) 8.00 sq. 8 As per FBC 2014 Passed Field Area: (T9-T20) 12.00 sq. 12 As per FBC 2014 Passed No.of Corner (T21-T40) 20 20 As per FBC 2014 Passed Ridge Areas: (T41-T52) 120 pcs. 12 As per FBC 2014 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordia ACB E * eering Inc. (NOA 09-1005.01) Anto io Acevedo, PE Fla. eg. No: 36466 ®-I C�4 • ACB2 Engineering Inc. Engineering and La omory Services 5230 NE I e Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 57 t S0 T i Ll T� T�6i y3 T J� 2� n CFN:20170334360 BOOK 30571 PAGE 4962 ry, DATE:06/13/2017 01:58:33 PM HARVEY RUVIN,CLERK OF COURT, MIA-DADE CTY NOTICE-OF COMMENCEMENT MROE8 COPY MUST BE POSTED ON TNG JO8'SITN AT TIM9OFFMOT OPECTION t� TAX FOLIO NO.��� ~p w y STATr OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives nofte that Improvements v40 be made to certain read property,and in acaordom with Chapter 713,Florlda Statutes,the(09owtag Information Is piovlded In this Nonce of Commencement. Space above reserved for use of►saordtng ofQoe 1.Legal desert o o►props r streeVa ra��J e' 1_ r 2.Desodpllpo of Improvement: l� 3.Ovmer(s)name and adder: ftp'rulo Low< j t 0 rer i ,.,tet,.,property- Ht ,O U ILAIJy0_r-, Name and address of fee simple trddwlder; 4.Confraotor's name,address andpitons number. v — B.Surety: syment bond required by owner from coniraato►,If any) Name,address and phone number. . ._ Amount of bond$ 0.Lender's name and address: "_ ." - -_.-------------... 7.Person within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sootion 713,13(i)(a)7.,Florida Statutes, Name,address and phone number B.In addition to himself,Owners designatesthe following person(s)to receive a copy of the Clamor',Notice as provided In Soction 713.13(1)(b),Florida Statutes, Name,address and Phone number. 9.Fxpiration date of this Notice of Commencement: . Inw exphWn dateb 1 yearken ft date olmooift amass adetererd date Isspodaserq WARNING TOOWNER:ANY PAYMENTS MADE GYTHM OWNERAFTER Tait EXPIRATION OF THE NOTICE OF COMMENMMENTARE00NSIMED, IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED'AND POSTED ON THE JOB SITE BEFORE THE FIRST IN PECTION.IF YOU INTEND TO.OBTAIN FINANCING. B+I(i CONSULT W1YH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCWORK OR R UR NOTICE OF COMM F.N EMENT. SIgr s r( or• t d Offloer hector/PartnedManager gyI By Print N Y Print 11tla101fico Title once. STATE OF'FLOA10A COUNTY Or MIAMI•DADE VA ThetcYegofho kt, r0�was aq p,�ged before me this�a"day of• s��,D Q (I aU inWdua)ly,or 13 as ( for Par$onaly Imvn,or produced the(citcnving type of Iden an: Signature of Notary Publo: Print Name: 14 (SEAL) VERlFIOATION PURSUANT TO 89 "IN R2.325.'FLO131DA 87ATUTE$ Mt ANIE MURIZ Under ponaNtes of perjury,I declare that t have•read the foregoing and �2p� LA�Ho Notary Publi 41edeofFloWa Ihat lir sate sled In it ore true,to the best of my knowledge and belief. g ;., . ;•E CommisslonaiFF932815 signal vner(s)or Owner }'s Aul red OfflcedDlreelor/Padner/Manager vrho signed s;. My comm.Expires Nov 1,2019 „��'`�,Bondadkh hPlaticnstNolaryAssn 8:9-2202017 .5';O1s MiamishoresVillage ,on q,,, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 <ORt `/! Tel: (305) 795.2204 Fax: (305)756.8972 RE: Permit# DATE: —rl11 � INSPECTION AFFIDAVIT I I� -1-0A 0 licensed as a(n) Contractor/Engineer/Architect, (Pont name and�r� .'rypal �talAL4S 4 FS 468 Building Inspector License#: em • ( 39-LCA -3Z On or about 911 2 , I did personally inspect the roof deck nailing (Date&time) work at L42(, ►'a (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual ased on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn,deposes and says that he/she is the contractor for the above property mentioned. ;• �^ ;: JANETTE DIAZ '= MY COMMISSION#GG03W34 " EXPIRES October 04,2020 Swom to and subscribed before me this_ ( � day of Notary Public, Sate of Florida at Large I C4 'General,Bull ft,Residential,or Roofing Contractors or any Individual certfied under 468 F.S.to make such an Inspection.Include photographs of each plane of the roof wfthh permft#and address#dearly shown marked on the deck for each Inspection 0-1- -rVInMIAIJ n PM0 Miami Shores Village i cWT I ff Building Department JUN 20 2 17 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY- Tel:(305)795-2204 Fax:(305)756-8972 14 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 I Lf BUILDING Master Permit No.ia (�- I (0 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP (' 1 CONTRACTOR DRAWINGS JOB ADDRESS:� ��q/WI CMCOIIr('e City Miami Shores County Miami Dade Zip: Folio/Parcel#: C.0 011 - o 0-70 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: _ �J Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Title older): M�'�/II k Aj e V4 C1Phone#: Address MA oRCaori-e City: / i eS State: Zip: I �� Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: , - / S "r Phone#: Address: IN (i City: kv, / Stat L-- Zip: r. Qualifier Name: Phone#: ��Jr�S 26 State Certification or Registration#: l I�Z�G, Z_Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: AGO K T Specify color of color thru tile: G Submittal Fee$ Permit Fee CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$5m, a TOTAL FEE NOW DUE$ � (Revised02/24/2014) e s • Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of U t+ C, 20 1 by day of 20 by who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who d'd take an oath. identification and who did take an oath. NOTARY P LI NOTARY PUBLI Sign: Sign �`"F.Y P�,, .J7 Print: ,,•tP �s•, 1 Print: a° * Notary Publi -State of Florida Seal: .°ot�V PW!"- ANIEL PEREZ Seal .N Commissi #GG 044769 '�' ' -�, - Nolary ublic-State of tori a F F��a� My Comm. Expir Nov 3,2020 - N �.' - Com Ission#GG 0 " ��nnn`` r - - F My Comm.Expires Nov 3,2020 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 6/6/2017 Property Search Application-Miami-Dade County 0 U, FFI""n OF THE PRU" PERTY" APPRAISER t . .r. Summary Report Generated On:6/6/2017 Property Information se ;. Folio: 11-3206-017-0070 .n Y 426 GRAND CONC Property Address: Miami Shores,FL 33138-2463 Owner HERIBERTO CRUZ JTRS41 HUMBERTO ARMEDAJTRS 426 GRAND CONCOURSE w "' Mailing Address MIAMI,FL 33138 USA PA Primary Zone 1300 SGL FAMILY-2801-3000 SQ 0101 RESIDENTIAL-SINGLE + Primary Land Use FAMILY: 1 UNIT ?� t Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,006 Sq.Ft h Living Area 1,690 Sq.Ft ' Adjusted Area 1,841 Sq.Ft Taxable Value Information Lot Size 9,750 Sq.Ft 2017 2016 2015 Year Built 1949 County Assessment Information Exemption Value $0 $0 $0 Taxable Value $359,987 $327,261 $297,510 Year 2017 2016 2015 School Board Land Value $343,144 $311,949 $214,797 Exemption Value $0 $0 $0 Building Value $82,182 $82,182 $82,182 Taxable Value $425,933 $394,738 $297,510 XF Value $607 $607 $531 City Market Value $425,933 $394,738 $297,510 Exemption Value $0 $0 $0 Assessed Value 1 $359,987 $327,261 $297,510 Taxable Value $359,987 $327,261 $297,510 Benefits Information Regional Exemption Value $0 $0 $0 Benefit Type 2017 2016 2015 Taxable Value $359,987 $327,261 $297,510 Non-Homestead Cap Assessment Reduction 1 $65,946 $67,477 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales Information Board,City,Regional). Previous Price ORBook Qualification Description S Short Legal Description g 04/17/2017 $257,500 30510-4341 Partial interest AMD PL OF MIAMI SHORES SEC 4 PB 15-14 04/13/2017 $257,500 30510-4343 Partial interest LOT 12&NE1/2 LOT 13 BLK 86 10/07/2011 $100 27883-1246 Corrective,tax or QCD;min LOT SIZE 75.000 X 130 1 consideration 02/02/2009 $100 26789-4156 Trustees in bankruptcy,executors or guardians 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/discialmer.asp Version: �5 -R Miami hores Village Building Department � .� 10050 N.E.2nd Avenue �jN-OR1Dp' 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 Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: 4*Awv� C)Cu—L Property Address: Roofing Permit Number: Dear Building Official: I�ki Mhd Cf UL certify that I am not required to retrofit the roof to wall connections of my building because: 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. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 199 ition of the South Florida Building Code(1994 SFBC) a5�? Sig ture Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of d2o•PRv PGe���i DANIEL I EZ Notary Publtc-State of Florida rl ss; oc Commission#GG 044769 Notary Public,Sate of Florida at Lar My COMM.Expires Nov 3,2020 • When the just valuation of the structure f urpose of ad valoremtion is equal to or re an$300,000.00 and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building applicallon from a General ontractor for the R f Wall connection Hurricane Mit(gation. Revised on 5/21!2009 Section Am �I7O�17 J N 9i1�iI r E Miami-Dade County HVHZ Electronic Roof Permit iia 0 "DeliveriggiExcellence Every Day" Section A(General Information) Master Petit No: Process No: Contractor's.'Name: FN7D S ROOFING ,lob Address; 426 GRAND CONC DR Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ 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)10 Steep Sloped area(ft.2)12000 Total(ft?) 2000 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'): 0 U.1 (n J z Q C �] W ❑ < �G U_ D _ �� - x J C. Q � = C H r o � I �- W {I -- 0 a_ 0 ;� ? , JUN 0 21jil MIAMI SHORES VILLAGE _ 1 e Roof Permit Fahr G NAN AIDS) ! miamll-Dado county HVHZ Meeicrr®nu L.-. .J .._.. Sectu®n®Tube Roof SYSteun. teff4r,.r ng Exeeffen e Every Day )of System Nianufacturer:'BORAL ROOFING LLG )tice of Acceptance Number(N®A): inimum Design Wind pressures,If Applicable(from RAS 127©r calculations): 11100.7 P f:139.1 P 2: 168.1 _ ! P 3• e)(iunurri Design 1NInd Pressures,(From the N®A Specific system):W psf . ghe spou,c roof assernbly rorm011en s.if a component is no rerluir ed,ins ort not appTI W6(ala)in free'ext flx. plywood— . Deck Type' t optional insulation, Optional Nailable Substrate: Optional Nailable Substrate Attachment: Roof Slope: Basesheet Type: Roof Mean Height: �_�. � !W30 ASTM TYPE 11 .Method of Tile Attachment: --Adhesive, 6 � c �` a Poly ro Polypro- Fastener Type for Basesheet Attachment: 1 �/�RS NAILS 6"OC AND:12"FIELD Alternate Method of Tile Attachment per NOA: - Tlle Underlayment(Gap Sheet)Type: Drip Edge Size k Gauge: --2"face 26 ga.-• ,7'( � �T1LE SEAL Tile Underlayment Attachment Method: Drip Edge Material Type: �--Galvinized Metal- LFADHERED =11FIRS NAILS A Tile Profile: Drip Edge Fastener Typ6: �SAXONY 900=1e H o o k=St!rl Pp—Hook SMplCleat gauge orweight: JUN 2- 0 201? MIAMI SNORES VILLAGE Section E ?r";�yJ➢fl���l Miami-Dade County I-BVHZ Electronic Root Permit Form i °Dellvee-ing E'xeeilelaee,F€1ery lay° Section E(Tile Calculations) Method I "Moment Based dile 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 file attachment method Is acceptable. P 1:KIx _315 _ 12.31 ' _Mg: 7.50 =Mrl: 14.81 5 �a NOA Mf P 2: 68.1 X%1.315 = 1.45 _Mg: 7.50 =Mr2: X13.95 5 Q," NOA Mf P 3:EEXX .315 = 1.72 -Mg: 7.50 =Mr3: 24.22 5 EEi NOA Mf Method 3"Uplift Based Tile Calculations per RAS 127" For Uplift based tie 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 tie attachment method is acceptable. P1:� x1: =�xw:P—�' =[=-W: = xcos 9: Fr1: 5NOA F' P2• _ x I W; - _ x cos B: I =Fr2: NOA F' P3: x I: = x w: =�_W; = x cos 6: =Fr3: 5 NOA F' Where to Obtain Information to complete the calculations Where to Find Description Symbol P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional Design Pressure engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope A 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 a F' Product Approval(NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) I=length Product Approval(NOA) Tile Dimensions w=width JUN 2 0 2017 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 contractor,The owner's initial in the designated space Indicates that the item has been explained. 2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to e r 4iraccordance with the current provisions of Section R4403.(The roof deck is usually co Baled prior to removing the existing roof system). 4. Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking cab iewed 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 4veded appearance. 6. erflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is rom 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. wner/�ent's ignat e D to �fitractor Signature Date Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; it% HIaRES VILLAGE - TVWM DADS COUNTY �i DAG�O•DQ®I"�' ' ppOD CT cowra®11,sy—"CTION 11805 SW 26 Street,Room 208 rte,NTj DVART OF REGULATORY AND ECONOWO RESOURCE ��} Miami,Floizda 33175-2474 13OAn AND OODY ADPlA(r1 ITRATIoN)MUSION T(786)315-2590 F(786)315-2599 zr�vw n�ian�ic3arfle.�ovleeononr Iq(CDT[CIE OF ACCEPTANCE WDA) BolrgR®ofarag ILC- 757s h-vine Centex Drive,Suite 100 11yine,.CA 92618 SCOPE: This NOA is being issued under the applicable rules andegul� gj e min the e f pzonductcControl section h be documentation submitted has been reviewed and accept y used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AID). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section (fn 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,mo ftor suspend the use of suchproduct 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. )IDESCR2T>ONo-BoRA1L THeSeall LABELING:NG: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. RMIEWAIL 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. 7['IERMWAT ON 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.hterminausof this to t1v.sNOA as an N A.Failure tosement of any comply with.anysection for sales,advertising or any other purposes shall automatically of this NOA shall be cause for termination and removal of NOA. ADVEigTIs]EMEN'I<'a The NOA number preceded by the words Miami-Dade .the NOA is displayed,then by the expiration date may be displayed in advertising literature. y portion it shall b e done in its entirety. ffNspIECTEONe 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 j ob site at the request of the Building Official. This revises NOA#12-1219.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Juan E.Collao,R.A. �?.� ✓L NOA No.: 713-1113.05 MIAMI-DADSCOU W ExpiratuonJute: 07/37V17 o v AplproyzlDate: 03113/14 ' JUN 2 0 M7 Page of 4 MIAMI BLOKES VILLAGE OC1[ (COYIPO ENTAPPROVAL Roofing Underlayment Maternall• SBS PRODUCTS DFSCPJPT ON*- Product • Test D¢scu��tn®ra Product Dim 292 S1D—P- clflon pmgt-a BORAL TileSeal 36"x 36'rolls TAS 103 SBS self-adhering asphalt sheet material with a aci 36"x 72'rolls ASTM D 1970 whiglass use as an re-enunderforced polentiester o.sloped oofg fabric; assemblies. y[ANuAcTuRINGILOCATI[ON: •A. Brentwood,NPI EVII)JENCIE SUBH[TTIED.- DateTes� A�'¢ncy T�t][dent�¢r �'�tlVamrne/J�ep®rt R14610 Follow up Service 03/28/02 Underwriters Laboratories,Inc, 02/28/02 IRT-Arcon,Inc' 04/01102 02-012 TAS 103 PRTA.sphaltTechnologies,Inc. NEI-006-02-01 TAS 103 07/30/02 Inc. NEI-008-02-01 TAS 114(.El) PRI Asphalt Technologies, 08108107 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 05/41/08 Technologies,LLC. NEI-053-02-01 ��D 031 ASTM D4798 4798&ASTM G 55 02/14/11 NEI-076-02-01 ASTMD 1970 01/29/13 NEI-034-02-02 NOA lam.: 13-1113.05 y� L ,� JExpi�ra.tionDate: 07131/17 MIAMI-D,ADE COUNTI Y Approval Date: 03113/14 I�nnn 9 nor A N41AW SHOWES VILLAGE -APFR(o 1EID,t, soinLM,S o Decl,Type 1, Wood,non-insulated DeckDescr!PdOu: 151321'or greater plywood or wood plank System E(1); Anchor sheet mechanically fastened deck,membrane adhered. Kase Sheet: One or more plies of ASTM D 226 Type I[or ASTM D 2626 with a Minimum,4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c.at the laps and two staggered rows 12"o.c.the field of the roll. Membrane: One or more plies of BORAL TileSealUndaymen to the ith a minim ane xolling the membrane to m oumm 6"end lap.Place the first course of membraneparallel obtain maximum.contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note:When used in Tile roof systems B ORAL TileSeal Underlayment shall be bacic nailed to deck with approved annular ring shank nails and tin caps at a maximum 6"o.c.at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shalee&Shingles,and Asphaltic Shingle assemblies. NOA 1`Vo.: 13-1113.05 ExPigafloffiIDate: 07J3119 �M�IAMIOAD5�COUNTY JUN � ��� Approvd D ate: 03JI3114 page3 of 4 n gs SH(ORESS VILLAGE .1u111V'.U.JI.d!Anoiis L Fire classification is not pant of this acceptance, 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment, 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment;loading boards or battens are required on roof pitches greater than 6:12", 7. Refer to Prepared Rooting system Product Control Notice of Acceptance for listed approval of this product with specific prepared rooting products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having jurisdiction (AM) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is pr6vided 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 decldngpanels. 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 i oll 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 targetpiece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment,and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marling 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•DADB COUNTY 0 0 LEND OF TEM ACCEPTANCE MIAMI•DADECOUN Y NOA No.: 1.3-1.113.05 o v ) JUN 2 0 "11,4 - lExpiriataon Date: 07/31/717 Approval Date: 03/13/14 . gage�o� INIIc�W SHORES VILLAGE F_�ns �,*Q-L-10-E-" 1 1W�[DADE COMM ppODUCT CON'QROL SEC7CION 11805 SW M Street,Roam 208 DJGPARTM ENT OF BEGULi A7C®l[Y AND 1SCONOAHC PYNOURCES XR) Miami,Florida 33175-2474 3OARDD AND CODD AnDIWi MSTll&1. 10N DDkVJfSJ[®N T(786)315-2590 F(7.86)315-2599 ' �v4vri n�i��tiSdacae uov/eemnomV • NOTICE OF ACCEPTANCE' SCA) IEoralRoo m&LIC 7575 h-vine Center Drive,Suite 1.00 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable ides and regulations•Dade County RERPxoducthe use of t Control Section to be documentation submitted has been reviewed and accepted y used in Miami Dade County and other areas where allowed by the Authority Having 7urisdietion(AHP. This NOA shall not be valid after the expiration date stated below.The Miami Dade Countyeroducto Controlhave Section (in Miami-Dade County)and/or the AM(in areas other than Miami Dade County) reserveproduct 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�uris�diction.g and RER reres,Alff may erves immediately to revolke thisacceptan.ce, suspend the use of such product or material within J if it is determined by Miami Dade County Product Control S ection 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. IIDIESCII 2TI ONo Saxony 90® Concrete Roof]fle ILA]EJEIf�Oe 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' se noted herein ,unless otherwi RENEWAL of this NOA shallbe considered after arenewal application has been filed and there has been.no change in the applicable building code negatively affecting the performance of this product. hange in the TERMINATION of this NOA will occur after the expiration suse offthisate or if re has been a revision or NOA as an endorsementco£anyproduct, materials,use,and/or manufacture of the product or pr for sales,advertising or any other purposes shall automat terminate this NOA.Failure to comply with.any section of this NOA shall be cause for termination and removal NOA. ADVERTISEMENT.-The NOA number preceded by the words Miami-Dade County,Florida,and followedbythe expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. NSF EMONa 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 j ob site at the request of the Building 0£ficial. This NOA renews NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Gaspar I Rodriguez. � 'i+I NOANo.:16-0711.05 zxpiration Date: 04126/22 (�MLAMt•oc�ecoun� Approval1ate: 09/29/16 � 0 2111? Page I of 8 AL Y,OOZN L.Y.G SSEMBLY1 IBRO Y Cate� Roofing Snah-�� Roofing Tiles Maternal: Concrete �ee�e; Wood 11. SCOPE • (Sloncrete Roof T'le, as This NOA approves a system using Sax®uy L and described thispNotilit ce of Acceptance, or locations manufactured Boral.Roofing LLC in Lake Wales,FL Code, do not exceed the design pressure where the pressure requirements,as determined by applicable Building values obtained by calculations in compliance with RAS 127 using the based system. values listed in the installation section herein. The attachment calculations shall be done as a mom 2. FRoDUCT D ESCRIPTION Product l�h[a�nuiffactaared by Test �e§crn�tn®ffi A� J�nm��.s SI�eCtn�as ___-•----- TAS 112 Flat profile,interlocking,high-pressure extruded Saxony 900-Slate Length=17� concrete roof the with two nail holes. For direct deck, Width=13 thickness=1-5132" batten,mortar set or adhesive set applications. Saxony 900 Length=17 11 TAS 112 Flat profile,interlocking,high-pressure extruded Split Shale Width=13" concrete roof file with two nail holes. For direct deck, thickness=1-9/32" batten,mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Snake Length=1'1" TAS 112 Flatprofile,interlocking,high-pressure extruded Width=13" concrete roof tile with two nail holes. Fox direct deck, thickness=1-9/32" batten,mortar set or adhesive set applications. Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete roof Trim Pieceswidth:varies pieces for use at hips,ridges and rakes. • varying thickness NOANO.:16-®711.®5 ]Expnratuau�]�ate: 04126122 MIAMI•DADECOUNTY ��u�'� r �q" Appttovaj Date: o9/29116 ...a ° Page 2 of 8 •2.1 DV1ANUACTTURMI LOCAuci\\ 2.1.71 Lake Wales,FL 2.2 1EV0F2,TCE SUBPYfl T—* Test Test 1dend-fier Test 1kTame[Repo t !Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing . March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 • -Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quilt-Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering,Inc. (1 Quite Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering,Inc. (1 Quilt Drive Screw,Battens) The Center for Applied Proj ect No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test,'MDC-77 TAS 100 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix R&III TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails Atlanta Testing& R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering,Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations •25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4&5 December 1996 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 • Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.0-4r16 TAS 112 06/29/16 South Florida NOA No.:16-0711.05 MIAAM1•DAOE COUNTY ]Expiradton Date: 04/26/22 ' .0 ° Approvd Date: 091.9116 JUN 2, C Page 3of8 SeHORES VILLAGE �. 1M 1 ATIONS 3.11 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 0A'. Such tes'ting•'shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 3 019 0 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers publishedliterature, 3.6 This acceptance is for wood declt applications. M.ini.mum deck requirements shall be in compliance with the applicable Building Code. 4. IfNSm]LA9['1[®I`�1 4.1 Saxony 900 (Slate, Shalce&Split Shake)Concrete Roof Tile audits components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 1.79,and RAS 120. 4.2 Data For Attachment Calculations Table'l: Average Weight (W) and Dimepslons (l x w) File Profile Weight-W(lb' Length-1 (f�) Width-w(ft) Saxony 900 10.9 1.417, 1.08 Slate, Shake Split Shake Table 2: Aerodynamic Multipliers -I(ft ) 'dile X(fft3) 1(ft3) Profile Batten Application Dlrect Beck Application Saxony 900 0.291 0.315 Slate, Shake Split Shake Table 3: Restoring Moments due to Gravity-Mq (ft-lhff) 'dile 2Qa:1200 300.1200 401:12" 500.1200 60'.1200 7".1200 or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens ..Direct . Battens Direct Battens Direct Slate,Shake l Deck Deck Deck Deck Split Shaka: 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 ISTOA No.:16-0711.05 �MIAMI-�DADECQUNTY ]Expir•atiorn Date: 04126122 Approval Date: 09/291116 JUN 2 0 aura%' Page 4of8 • l Table 4: ktachmOnt RGsustancce expressed as a Vidor On f=Mf Qti`�'l�� ,or Gljiechanically l-astcned Systems Fastener�cp(pe Direct Deck Direct DecG� Battens 'dile (rain 15132" (min. 19132 Profile plywood) plywood) 30.9 ---T8- .117.2 Saxony 900 2-10d Ring Shank Nails- '0' 7 3 9.8 4.9 slate,Shake gt SplBt 1-10d Smooth or Screw Shank Nail 7.0 18.8 7.4 Shake 2-10d Smooth or Screw Shank Mails 30 8 30 8 18 2 1 .#8 Screw 51 7 51.7 24.4 2.#8 Screws 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Feld Clip) 19.0 22.1 1-10d Smooth or Screw Shank Nail (Eave 19.0 Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails(Field Clip 31.9 32.2 2-10d Smooth or Screw Shank Nails(Eave 31.9 Clip Table 5: Attacnment Resistance Expressed as a Moment A(ft'Ihf) for Two Daddy Adhesive Set Systems Tile Application Minimum Attachrnent Tile Desistance Profile --31.32&1 Saxony 900 Slate,Snake&Split Snake Adhesives 1 See foam adhesive manufacturer's COM onent a royal for installation re uiremeets•add 13.9 grams. 2 The Dow Chemical Company TIIeBond one-component foam minimum weight per paddy 2- ICP he Adhesives Polyset®RTA-1,one-component foam,minimum weight per paddy 8 grams. Table 6: Attachment Desistance Expressed as a Moment-Mf(ft-lldf) for Single Paddy Adhesive Set Systerns Tile Applicata®n Illliniov�aurn Attachment Tile Resistance (Profile 118.9" Saxony 900 Slate,Shake &Split Shake ICP Adhesives Polyset®AH-160 40.45 Two-component foam 4 Large paddy placement of 45 grams of Polyset®AH-160. 5 Medium paddy placement of 24 grams of Polyset AH-160. Table 7:Attachment Resistanc a Moment-MF(ft-llhf) for Mortar Set Systems Tile Minimum Attachment Tile Application Desistance Profile oar Seth 43.96 Saxony 900 Slate,Shake&Split Shake Mrfi 6 Tile Tite Roof Tile Mortar NOA No.:16-0711-05 Fxpiirratlon Date: 04126/22 &MI75M71-DAIDE � V ACp ®vaYDaGe: 09129/D6 �j ? ;Page 5 of 8 LAIEIELlNG 5.1 All tiles shall bear the imprint or identifiable marking of�0�o Aar oved'turers name or logo as detailed below,or following statement: "iVliami Dade County Product pp i LABEL FOR RORALSAXON'900 TL]ES(LAKE WALES FL FIX T) LOCATED UNBERNEATH TME 6. BUMIWJLLV'1T'PERMIT++`EQUI REME V S 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.11 This Notice of Acceptance. 6.71.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system.. FROIFM E ID AWJINGS NAIL HOLES n 1-5132"(Slate) 17" `�. COVBRLO CK 13 ° UNDERLOCK I SAXONY 900 A S LATIZ NOA No.:16-0711-05 Expiration Date: 0126/22 (�MIAMI•DApECOUNiY Approval Date: 09/29/16 a o Page 6ofg ItVILLAGE NAIL HOLES :g. t tet:.. ..! F •1��:~,,'•• ....y /' `',` y` , `�, .,. ``` ti" • `,w: ,�1-9132"(Shape) 13 " Note. Available Top Surface Finishes 5. Complete the brushed 6. dight half brushed (shown In drawing) 7, lett halt brushed S, No brush SAXONY 900-SPIN S NOA NO.-16-0711.05 (Expiration()ate: 04/26122 �i���.pap�couNnr ApprovalDatee 091291.6 0 o page 9(of 8 A..v� � l R,EG VILLAd GE �Z"P�C`E.pC4h� o'� � � Ic- NAIL HOLES a.15��+.`y��4 _'•�'y'5� ��1•+�a�,� �``y4L-+,Y•�+yiy'�'y y.� \',•+� L'4���`kk�� �+�kyti.� � 1-9/32"(Shalee) + �`• q 1` ;nt Y•'+ 1�h;1 '6+� '+'•+c.. •s+w'Y'•IN �y .ktis�+y„3,- 1,.``v.i. �.�` "4+9"'•. '�. ,'`.:''�`."4"ti�`1..,''�+'` b„h♦`•`�,y4.wy'i OY�_,.,�, _ 1711 1311 SAXO Y 900-SHAIG END OF THIS ACCEPTANCE NOA No.- 16-0711.05 � FXpnradion Date: 04/26/22 r�n�wwtr ApprovalDate: 09129/16 ]Page 8 of 8 } _ MIAMI-DADE COUNTY HoMI 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.mianvdade.aov/economy ICP Adhesives and Sealants,Inc. 12505 NW 441"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-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 MIAM1-DADEC2UNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ` . VILLAGE ]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 Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing.Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30& 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. 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 @1580F., 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 DARE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 2 of 11 iN 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 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 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 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MIAM4DADE courrnr Expiration Date: 05110/22'.* ,..., ��, •r: w p Approval Date:04/27/17 Page 3 of 11 �1 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 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 Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives 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 RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15(A): 1.0(B). 6. ICP Adhesives Polyset AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 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 Mu►rritiD,4�eCouNTY Expiration Date: 05/10/22 JAPPROVED[ e n Approval Date:04/27/17 Page 4 of 11 ; 6'I`. 6 -J LLP-02 L. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles -65 Flat,Low,High Profiles #1 17-23 sq.inches 45 Flat Profile #2 10-12 sq. inches 300 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq.inches at 12 gram:per paddy head of tile 9-11 sq.inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved"or the Miami- Dade County Product Control Seal as shown below. 6 111 ECd4II!1W 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 MAMIOADECOUIM Expiration Date: 05/10/22 "' Approval Date:04/27/17 JUN F h r, ; Page 5 of 11 ADHESIVE PLACEMENT DETAIL#1 i4ail—through piastk s tient Paddy RPGnGstiL 6os7 Flat/Low Profile Tile d�ttra�rGquleGdp. =-�y 1. Starting at the eave course apply a minimum 2" W�r,�aym®ne .•-51 , g � ply Y (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. •y eta Im-..," =.. :�` _ -..w `,'- - •,• z 4Y-.••-='.rte `' -- �'`••- eatto-rsrs�tran•t ='' ��._ r :• ' 2. Continue in same manner.Insure approximately 17 Eavrtnuria�'o: ': (109.7 cm2)—23(148.4 cm2) square inch adhesive : contact with the underside of the tile. �. z_tt_: 1Q��•--•.ti�_�.��. ~tis:;r'.Y-'• - 'Fas41e Emtietlu9urr___ Medium Profile/ Double Pan Tile Maii through pkisix s®m•.M 1whtnee IreO �''' •._- _ __Paaay dB.ndath Piai 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 Iunder 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. L ,m coeur%G r'.mss' —Faesie til`Hetenaughpinielece! +fi2d,tri .heasl1riidi High Profile/Single Pan Tile $ct�eteeerru3rrrsl�• � - _- , 1. Starting at the eave course,apply a minimum 2" -q•..— �, �"`--. ; -�: (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 rlo 2 In.A + '`•y%, L,'' .� • `::.9 _:r „_y~ overlock of the tile being set. 2. Continue in same manner.Insure approximately 17 eatteas � �, (109.7 cm2)—23 (148.4 cm2)square inch adhesive •.._�,.� ;~'�.-�•._•-.,�r�«<•�• is==�' :='r contact with the underside of the tile. f''• GbV'C CE.arr.a- %-� +J�J�4: �" -'� -�Tif�'i - �"'�%'�• :Ftp -L- tr; ..-.*F._ Wee oft NOA No.: 17-0322.03 CMAMI-MADEOUNrY Expiration Date: 05/10/22 "'• • Approval Date:04/27117 N, �9 F �' Page 6 of 11 ADHESIVE PLACEMENT DETAIL##2 �;;io,�„y� at4jccameryA i"gdd}16enealhlakl Flat/Low Profile Tile u •� ry��a.1- ~' ^ +�' 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 '.� "�=��_:.;..• 5-. strengthening rib of the the closest to the overlock of R ;ry: _..•*' '<?::- the tile being set.Insure approximately 17(109.7 cm'-) 23 (148.4 cm2)square inch adhesive contact with the `T underside of the tile. w � _ _' •~_ s: "` 2. At the second course,apply a minimum 2"(50.8mm) u 1�ir^•_- t f` " '� x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the Az En underlayment positioned as shown under the _ strengthening rib closest to the overlock of the the Closure _'`= ` r?'= being set. bane -__ <s t 3. Continue in same manner.Insure approximately 10" (64.5 cm2)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. Medium Profile/Double Pan Tile NAM thiaugh rAwtic cemen4 jwhen m"qukedi Paddy,&enaaah PiiO 1. Starting at the eave course,apply a minimum 2"(50.8 nun)x 10"(254 mm)x 1"(25.4 mm)foam paddy u,+d.�igy�ts�raa r onto the underlayment positioned as shown under the i' pan portion of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm2)— •r � _ 23 (148.4 cm-)square inch adhesive contact with the j { underside of the tile. r__,�_ .�__`:`��.-• �.��.. �,�,.�•• __- 2. At the second course apply 1 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 `� - fSgYq Ca4tfeFa+car 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 MIAMi•DADECOUNTY Expiration Date: 05/10/22 APPROVEDI Approval Date:04/27/17 ��"" ;'-J, Page 7 of 11 I�`P�Ia F'L Gb q� iA! 1'��gt�ryR jp� LAG L H ��'�; S�..� E s�P%1� V 9 @�L. �L �76pi.-.� ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) NallgrfP9ugh{FuilktQ1H2fll-..ti High Profile/Single Pan Tile �iM`IYCPoPegvlPcdi �� _@tdeF�tl�rM1�ltTilrb -tip l M1•-``-�.br' r ""'-_ 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 •_,..,,,":i .,,�-_� �`'--,,�t pan portion of the the closest to the overlock of the tile being set.Insure approximately 17(109.7 cm2)— '°' 1� 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) f ave ca =` `?t �� '��`h'F "�'t j x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the N W, h6l. underlayment positioned as shown under the pan y a in, a A, .3 ,`;_-' portion of the the closest to the overlock of the the Drip edge being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 MIAMMADECOUNTYgp V'a� Expiration Date: 05/10/22, Approval Date:04/27/17 Page 8 of 11 VILL"GE y ADHESIVE PLACEmENT:DE'TAIL#3' flail through plasticcement Paddy green t8es1 twhep requiredl 1. On the eave course only,apply a minimum 2" (50.8 Battens optional `Y mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy ® Pafyiundertife) onto the underlayment positioned as shown,under �ieAF +� the strengthening rib for flat file or under the pan / - portion of the tile for low or high profile tile closest to the Overlock of the tile being set.Leave le ? �: : approximately 4"(10 1.6 mm)up from the eave 5mg ped edge free of foam to prevent the expanded adhesive Smglepaddp deux 4. o111 underlayment x4In. _y,s from blocking the weep holes. Insure `t; '•�,� _} approximately 17-23 int(109.7-148.4 cm2)of adhesive contact with the underside of the tile in. Fasaa �--EaveClosura 2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just below RaV ow Profile Tile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the NO through plastic cement Single paddy undo We pan portion of the tile,closest to the underlock for twhen required) Paddy lnetweenWes) the second course file to be installed. Insure / approximately 8-9 in'(51.6-58.1 cm2)of adhesive Battens paddy(under tile], contact with the underside of the tile. optional a pad IN _ '`i_ (Instructions continued on next page) of NN •s, m. 2:4lr' Singiepaddyon s' am y1—d .,Jp'm,� Zln. Eave Closure Eave Course Fascia Medium ProflleTile NOA No.: 17-0322.03 MIAMI-DARE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 J UNC, 2 0 ' Page 9 of 11 ADHESIVE PLACEMENT DETAIL##I(CONTINUED) NO through plastic ce Sinoe paddy under We twhenrequfred) 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x3/4" Pandy I>aec "�� (19 mm)paddy on top of the eave course tile Mens m surface as shown,on top of the strengthening rib optional ` t r"'�"*.� paddy(under We) for flat file or on top of the pan portion of the tile, + ,+' closest to the underlock of the first course of tile. " yrs ue ,f�� a Install second course of tile.Insure approximately plat 4 in. ` 9(58.1 cm2)- 11 (71 cm2)square inch adhesive contact with the underside of the file at the overlap P and 7(45.2 cm)-9 (58.1 cm)square inch �We ,��+` —Y _,•�; = adhesive contact with the underside of the tile at the head of the tile.Continue in same manner. -Fasda 'fir { Weephole to in. a in. � Ene dosure Drip edge High ProflleTile NOA No.: 17-0322.03 MIAMI-DARE COUNTY Expiration Date: 05/10/22 2- 0 e,� d J Approval Date:04/27/17 Page 10 of 11 �PAR"Ia ADHESIVE PLACEmE'NT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan) Tile 1. Starting at the eave course,apply a minimum 2" 1)Place enough adhesive to achieve GS to 70 sq.in. Steep pitch applications In contact with the pantile. ' when required) (50.8 mm)x 10„(254 mm)x 1„(25.4 mm)foam 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as tot in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.In.contact area. -.o tiles from rocking until adhesive has a chance to IUnderlagment - cure. t o 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65(419.4 cm2)—70(451.6 cm2) - square inch adhesive contact with the underside Sheathing of the pan tile. Eavedos ure �= (motarshown) 3. Turn covers upside down exposing the underside weephole Fascia Board of the tile.Apply a minimum 1”(25.4 mm)x 10” (254 mm)bead of adhesive directly on the inner Remove top portion of&a eave course cover u'[e.Abuttosecond course of edge of each side of the cover tile.Leave pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course.Insure a minimum of 20(129 cm2) -25(161.3 cm2)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE 'NOA No.:17-0322.03 MIAMI.DADE COUNTY r Exp iration Date: 05/10/22 E Approval Date:04/27/17 Page 11 of 11 JUIN 6' 0 Z111a