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RF-15-1752 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-241393 Permit Number: RF-7-15-1752 Inspection Date: August 14, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: RABINOVICH, IVAN Work Classification: Repair Roof Job Address: 10326 NW 1 Avenue Miami Shores, FL 33150-1270 Phone Number (786)436-0329 Parcel Number 1121360131430 Project: <NONE> Contractor: AG STAR CONSTRUCTION INC Phone: (305)457-9970 Building Department Comments REPAIR TILE ROOF Infractio Passed Comments INSPECTOR COMMENTS True Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-240220. CREATED AS REINSPECTION FOR INSP-239985. CREATED AS REINSPECTION FOR INSP-239008. Missing uplift test Failed ❑ Based on my observation the roof wood rafters and wood structural supporting members have water damage. Provide an engineer inspection and certification for the roof system including the rafters, trusses and Correction ❑ structural supporting members through the entire house. Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 August 14, 2015 Page 1 of 1 RmlC I V I L Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123`d Avenue Miami,Florida 33175-1174 Tel:305-823-8008/305-397-6414 ENGINEER Fax:305-823-3300/305-884-8834 Website:www.reilehengineering.com July 27, 2015 AG Star Construction Inc. 1827 Northwest 1 Street Miami, Florida 33125 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 10326 Northwest 1 Avenue Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: July 24, 2015 Roofing Contractor: AG Star Construction Project Number: 15-0670 (Testing Laboratory Certificate #11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be concrete/clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection,the entire area of the roof was examined for loose tiles. Not less than one(1)tile in ten(10)of all components in the field area and one(1)tile in five(5)of all tiles in the perimeter and comer areas were physically examined. A minimum of one(1)test pet every two(2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above-mentioned protocol. Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation f n Mo amad Sonny Saileh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 10326 Northwest 1 Avenue Miami Shores,Florida Reileh Engineering Corporation--Project Number-15-0670—Page 2 of 3 Report of TILE UPLIFT TEST for Residential Home 10326 Northwest 1 Avenue Miami Shores, Florida Project Number: 15-0670 Test Number Test Load lb Test Status' 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass Test 1-8 Perimeter Reileh Engineering Corporation--Project Number-15-0670—Page 3 of 3 iz 2 s FLAr WOW 4 5 6 IZ' 8 NUM1 P 0r S5T rMIMMP - 150 5F 0 MCC CAP t5T LOCAWN FEW - 0 COC W - 0 5F COMMMOM � g 0 P�t;IM tT 015fANa, a - 3' �MNM5 005 TII.�� 15'0610 C%4t CAP - 0 COM AYA- '5'X 5' AMR.WOW t5T I.00A110N5,AfA5, ANP 19MN51ON5 RUBEN J. PUJOL 12237 SW 204 terr. Miami, FL. 33177 AFFIDAVIT July 29th, 2015 Re: 10326 NW 1 st Ave, Miami Shores. FL. DEAR BUILDING OFFICIAL: BY THIS MEAN I CERTIFY TO THE BEST OF MY KNOWLEDGE AND PROFESSIONAL JUDGEMENT THAT AT THE TIME OF THE INSPECTION THE EXISTING ROOF STRUCTURE ON THE ABOVE MENTIONED PROPERTY IS IN GOOD CONDITION. IF I MAY BE OF ANY FURTHER ASSISTANCE TO YOU, PLEASE FEEL FREE TO CONTACT ME. 1 I RUB P OL AR. LI No. 10458 305-606-26560'y 4#1# . to 21 ofIt If# r. wt. .5INC.I Miami ShoresVillage Iran googol" Budding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �rOR1iDp' Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# ��" 3 S"Z DATE: I Z� INSPECTION AFFIDAVIT 1-- '4 a licensed as a(n) Contractor/Engineer/Architect, (print name and circle License Type) FS 468 Building Inspector License#: C CC 13 Z y U '�L On or about i ? Z.. , I did personally inspect the roof deck nailing (Date&time) work at /03 r)cy Lij ( AOL- (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(B ed on 553.844 F.S) S• ature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this -z z day of Notary Public, Sate of Florida at Large LOW?&&,, Jose k Giron = = COMMISSION#EE831658 EXPIRES: Sept. 3 2016 www.AmoNNoTARY.coM 'General,Building,Residential,or Roofing Contractors or y individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection Revised on(7/10/2014)5/11/2009 � z � � I! �° Permit No. RF- Miami Shores Village Pwnit-Tytz8 RL> F 10050 N.E.2nd Avenue NWS Cla sstti arcxi air Roof. W Miami Shores, FL 33138-0000 - Pel7»it$tafUS:A 'PRC?VL : Phone: (305)795-2204 FcoRtoA Expiration: 01/16/2016 �,, , Issue cta+� 7�I20t2Q"i5 Project Address Parcel Number Applicant 10326 NW 1 Avenue 11213so131430 m Miami Shores, FL 33150-1270 Block: Lot: JG 10326 LAND TRUST Owner Information Address Phone Cell LfL103.26LAAND TRUST 560 NE 103 Street (786)436-0329 MIAMI SHORES FL 33150- 560 NE 103 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone AG STAR CONSTRUCTION INC (305)457-9970 I Valuation: $ 1,800.00 Total Scl Feet: 100 Type of Work:Repair Available Inspections: Additional Info:REPAIR TILE ROOF Inspection Type: Classification:Residential Roof Repair Scanning:3 Final Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# RF-7-15-56328 DBPR Fee $2.00 DCA Fee $2.00 07/20/2015 Credit Card $66.20 $50.00 Education Surcharge $0.40 07/14/2015 Credit Card $50.00 $0.00 Permit Feg.-Repairs $100.00 ScanninO ee $9.00 Technol Fee $1.60 Total:----J' $116.20 -w:. _Y 4 fl �x In consid(iration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining;#bereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting Ns permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fo�LECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWN ERSj4;FF I DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons�truc s,� mg-�herm'b�e;l authorize the above-named contractor to do the work stated. Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 20',-2015 1 ' uNP\0 Miami Shores Village MS6 - I �` Building Department �u� 14 20,5 � 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 20 10 BUILDING Master Permit Nola r_ (Is—l_ 1 Is 2- PERMIT PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 103 ZG U-) ( "( City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):_?tea,.., iIJY�: s�rc.lr� 'L5 'CCS to zzb 1—r Ph ne#: '}Fb `136 --3Z-9 Address: r(.0 (03 City: State: Zip: 33138 Tenant/Lessee Name: Phone#: Email: i-Ja'k 7z Z Z C - o ? CONTRACTOR:Company Name: A s��r const""o�ip _T"r1Phone#: _10S yS7 5'� 7Q Address: 37 w S City:- a ej'n' State: Vo L cue Zip: Qualifier Name: �.YZf' �Q 1 ail CrJ L Z Phone#: State Certification or Registration#: 01 C(�- 13 d 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 Rep /Replace ❑ Demolition Description of Work: 12c- eQ i l -7 /Zo 0!' Specify color of color thru tile: Submittal Fee$ Permit Fee$ 1 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ��J (Revised02/24/2014) 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 4 inspection will not be approved and a reinspection fee will be charged. Signature 'iSignature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Z day of 20 1A by C7 day of w ` 20 by Jc<u� 0 ,who is personally known to A-x t � 6o l(/4h42 ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: ", -" �• NOTARY PU IC: ,f. Sign: Print: _��•► �¢'� SA ('C 11 X�6(� Print: ') MY COMMISSION#FF104116 ' �+�` m'; OR A. U10 Seal: _ _ COMMISSION i EE831658 Seal: +, ,;• EXPIRES April 4, 2018 _ �.l1®may CV(� n (407)398-0153 RnIA.MM. C--ce.com '� ",VT• G^"IRE S' Sept. g' 2018 www.AARoNNoTARY.com APPROVED BY (� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) �' ----------------- b N _ _sfr" ss.'. .. � �:` � �;�,�,� � - �.,a. '� 7 :�s< `'�.,%x �..s�4 a�b.��afi"� -s� .z, � � k�•.# � tr �v ,�y. ..� �'��: s '"s�.� < .<.�*;, .��..,�� , kms,,-:r e'..'�.5.�,'�. ;�� k t�t n ,{ :. .:, � .� -•, w^a r."a a ,i.; fi� --fir* ��a F �+ ��,.s�#f '�•� �;x �. T'�.{�.`xi..a a`�`�, �, t e > c. { 4f�# XCFC ;, L Ad�ms t � � t I I i II I i j I Ak RICK SCOTT, GOVERNOR * KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC1329029 The ROOFING CONTRACTOR Named below IS CERTIFIED WS Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 o a G ALDAMEZ AXEL RANDOLF ION, ON AG STAR CONSTRUCT � 1NG n 1827 NW'I STREET MIAMI FL 33125 ISSUED: 05)21/2014 DISPLAYAS REQUIRED BY LAW SEo:# L1405210000879 Local Business Tach } Mia inii D6db 'Countyr'.' St"t ,THIS Is140T BILL UO N", 2 �� t 6483Q28 r ausitvsasNAnnenac�►TloN iE.,MPT,'t�ta EjCPIRES . AG STAR�ONSTRUCTIOIVINC t...... EVVAL SERTEII�IB.ER.30 2015 1 i32 N 1 sal 8762603r MIAM1III FL 331 a _Must 41#01*9 9 It place of busirl4s ,R61*Uant to Coupty;Code OWNER;I' BE, T, PW91F BUSINESS AGSTARCONSTRUCTION INC,. 196 SPECIALTY BUILDING CdNTRACTOR •PAYMENT'AECEni0i CCC1329d29 BY TAX CQLLECT08— Wbrke�(s) i $'45.00 09/15/2014 GREDIT(;.RD-14-037203 This Oda!BusinetbTh>S Receipt apliyiConfinns Payment of tlio Loaal Business Tax The RaeoT is not a lico pt enter; . atm at;a Corti h tugltWbt the hoidel"�tpuahhcations,to do busi pness. Holderinyst comply With any goverani ntal at ftodavernmental"olatory iev*iha requiremeata which apply to the ppginesa The RECEIPTIVl1 above milstl►e displayed 60." h tlkaomi Olal vehiclgs Mioim Otlde Cgde Sec 69476. rvt mtlro iiltormebon,Yis1E4v�8neY:Miamidede poy/ii�x�Mlswf•:' Report Viewer Page 1 of 1 JEFF ATWATER •e'low e.�� CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION `CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt From Florida Workers'Compensation law. EFFECTIVE DATE: 5/20/2015 EXPIRATION DATE: 5119/2017 PERSON: GALDAMFZ AXEL R FEIN: 262568565 BUSINESS NAME AND ADDRESS: AG STAR CONSTRUCTION INC 1827 NW 1ST STREET MIAMI FL 33125 SCOPES OF BUSINESS OR TRADE: CERTIFIED GENERAL ROOFING-ALL KINDS CONTRACTOR AND DRIVER Pto—re toChapter 440 05(141,F 6,nn officer at a caparoton Who"feet,ecempban ham the chW*jbyGAoO s aemaete of ereopn undo,then facto" y not,.corer bon.",a aampematron ander Ws chnlea Pwwwn to Chopler44005(171,F&,Cod les otelachon tabo eaempl apply only wdwn Rte anpe of the busreas w tree.Road nn IM notice of erglan to be e,ama t.Puna.er to Chappter 440 05113),F S.Notices of Oreton to be t,ampt en4.emhm"et oh cben to be s,emlN shag bo wbNa to rvroweon e,al any dnm aaa me Axnp of thn nmwe a the nouance of the undmata. he Penson nomad ce the name or cc�"�Ne"e anger moat$the repwnmenu at Ihm'at"for,wane at a eanilaato',rye d.poMtam sNp new,.e DFS•F2-OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED W15 QUESTIONS?(550)413.1.09 https://apps8.fldfs.com/crreportviewer/reportV iewer.aspx?data=kdvpginc9D7Q3g116,rER6... 5/20/2015 AG STAR CONSTRUCTION INC. 1827 NW 1 STMIAMI,FLORIDA 33125 PHONE: (305)226-7026 FAX: (786)-250-4139 State Certified License&Insurance#CCC1329029 DATE :July 13 2015 State of ��0-'dti County of yv►1 h rw CV& Before me this day personally appeared A-W Gall any,2 who,being duly sworn deposes and says: That he will be the only person working on the project located at: 10326 NW 1 AVE Miami Shores Fl. Sworn to affirmed and subscribed before me this 3 day of jy .20 J 3 ,by Personally know or Produced Identification Type of Identification Produced .' 11 Jose a Giron x COMMISSION I EE831658 EXPIRES: Sed. 3, 2016 WWWAARONNOTARY.COM i ri Type tamp Name of Notary ,SN!JVC-193z ORE'S Gr logo Miami shores Village Building Department ORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: I. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledQe}},�effore me this r ?d day of �' 20) �. _ X111�11if11f1!ICWj q�� y who is personally known to me or has produced V�0oer!�F�,c•� •� �Q `'g9• !as identification. Notary: IFF 15913o :Q� • SEAL: /' 1S t1e0o�\,\` ✓ � a Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Fo' ^� Section A (General Information) c Master Permit No. Process No. Contractor's Name 4-� (Yo c ZhL ' Job Address AJ Ui U� ROOF CATEGORY ON ❑ Low Slope ❑ Mechanically Fastened Tile 61 Mortar/Adhesive 48 "Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes",!, Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering L <epair ❑ �'ice ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (S ' y �. .04, 1` N / 00 , . ,_. .y t6 i` .%0000 . r 000.00 0000.. ';. SECTION B (Roof Plank .6009. Sketch Roof Plan: Illustrate all levels and sections, roof drains, scupper$; ovetflovih ,••••• scuppers and overflow drains. Include dimensions of sections and4smals, cleady6�o 0.000' identify dimensions of elevated pressure zones and location of parapets ••%• •••••• 600060 6 0000.. 0000.. h y i i r. i'. l'. j' G. 1 4 j f , Tile Itmr system MIAMI•DADE NK 1iMM Miami-Dade County HVHZ Electronic Root Permit Form "Delivering Excellence[-very Day" Section D Tile Roof System Roof System Manufacturer:I SULACER USA Notice of Acceptance Number(NOA): 14-0605.03 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: -391 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 38.7 psi Fill In the specific roof assembly components.If a component/s not required,Insert not app/!cable(n/a)in t/le text box. Deck Type:1-5/8'518 Plywood— -1 Optional insulation: NA Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: *000 Roof Slope: 1717, NA 000 0060 0900*0 600 . 0 600606 .. 0600.. Roof Mean Height: 14 ft. Basesheet Type: • Method of Tile Attachment ASTM FELT 30#D226 —Adhesive,Medium Paddy Polyfoam Polypro— •••• •• ... Fastener Type for Basesheet AtWrflint: "" '•••• Alternate Method of Tile Attachment per NOA 1-114"RS NAIL&TIN CAP NA 0000.. 0000.. Tile Underlayment(Cap Sheetj Tyger. POLYGLASS TU PLUS ' Drip Edge Size&Gauge: —3"face 26 ge ' Tile Underlayment Attachment Method: Drip Edge Material Type: --Galvinized Metal— Tile ADHESIVE Drip Edge Fastener Type: ri-114"RS NAIL 4"OC Tile Profile: ALTUSA SPANISH"S"CLAY TILE Hook Strip/Cleat gauge or weight: rSelect Hook Strip— Section E MIAMI AMiami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based the systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. P 1: -39.1 X 0.291 = 11.37 _Mg: 4.57 =Mr1:F6.870 :5F38-77NOA Mf P 2: -88.1 XX EE= 19.81 _Mg:F.57 =Mr2: 15.24 S 38.7 NOA Mf P 3:EE7 X 10.291 = 29.30 _Mg: 4.57 =Mr3:EES38.7 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr.If the F values are greater than or equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. x I; Pl: x w: -W: =_ x cos 9: 5©NOA F a a ® o �a a a=Fr1: P2:= x1:®==xw:===-W:=== xcos9:E1=Fr2:®S=N0AF' P3:Qxl:===xw:===-W:©== xcos9:[7=Fra:�s®NOPF••- .••.�• •• • •••0 • • Where to Obtain Information to complete the calculations ••• 00 " Where to Find •••• • •• •• Description Symbol •••••• .••• •. ••• Design Pressure P7 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed>3rV;�led by a processional 0:• 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 F' Product Approval(NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) I=length ProductA roval(NOA) Tile Dimensions pp ) w=width MIAMI-DADE COUNTY MIAMI-DADE PRODUCT CONTROL SECTION KAWAUM 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) ,v%vw.miamidade.gov/economy Sulacer USA,Inc. 6801 NW 77 Avenue,Suite#302 Miami,FL 33166 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: Altusa"S"Clay Roof Tile . . .... ...... LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, 64,.st41e and follo%Og ••••;• statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. e e e:e e RENEWAL of this NOA shall be considered after a renewal application has been filed and there l*ae been n eNange ..... in the applicable building code negatively affecting the performance of this product. •0:0•• •••• 06%.6 .. .. .... ...... TERMINATION of this NOA will occur after the expiration date or if there has been a re;i kr* Qr change it► the •• materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endortemenfof an}:pWUt, •••• • for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to ctmpl with ady section ;••••; of this NOA shall be cause for termination and removal of NOA. •• • • 000 • • 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 renews and revises NOA No. 12-1203.07 consists of pages 1 through 7. The submitted documentation was reviewed by Juan E.Collao,R.A. MIAMI DADECOUMTY NOA No.: 14-0605.03 Expiration Date: 08/26/19 Approval Date: 08/28/14 Page I or 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Altusa "S" Clay Roof Tile as manufactured by Sulacer,S.A. de C.V. and distributed by Sulacer USA,Inc.,as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Dimensions Test Product A�glicant mensons Specifications Descrii)tion Altusa"S"Clay Roof Tile Length: 18.75" ASTM C 1167 High profile,one-piece, `S'shaped single roll clay Width: 10.75" tile with a nominal 2-'/s inch headlap. For direct Thickness:0.46" deck nail-on,mortar set,or adhesive set Height:3.6" applications. Trim Pieces Length:varies TAS 112 Accessory trim,clay roof pieces for use at hips, Width:varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. •••• ...... .. ...... 2.1. MANUFACTURING LOCATION • 1. Pimienta Cortes,Honduras •••• • ...... .... ..... 2.2. EVIDENCE SUBMITTED • Test Asenc9 Test Identifier Test Name/Report ;••;•; Date •• American Test Lab of South RT0426.01-11 ASTM C 1167 ( VO I •••••• Florida •••••• American Test Lab of South RT0706.01-11 Static Uplift Testing Q`Nlf/II Florida TAS 101 American Test Lab of South 2397-116 ASTM C 1167 06/28/07 Florida American Test Lab of South RT0712.02-13 ASTM C 1167 07/19/13 Florida American Test Lab of South RT0714.02-14 ASTM C 1167 07/29/14 Florida American Test Lab of South RT0808.01-14 Aerodynamic Multiplier 08/13/14 Florida Restoring Moment Calculations NOA No.: 14-0605.03 CMIAWAoB COUNTY Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 2 of 7 CUP DETAILS TILE BY ALTUSA (TYP•) 2-112"OVERLAP (COVERS PIN HOLE) 0 SCREW IN THE INSIDE HOLE p NEAREST TO THE HUMP OF THE TILE i i DECK CLIP WITH ONE(1)SCREW ATTACHED TO DECK CLIP PLACEMENT DETAIL •.64 • • • •0000 000000 + • • • • • 000 • • • 4000 +• 9696.0 ® • ® • 0000 • s • 6000 • 6 • • CLIP • • 0••916 0000 • •690• 046094 •009 09.00 •• •. 0 00• 440.00 • • • • • • • • • 6000•0 • • 9 • • • • NOA No.: 12-1203.06 MIAMI-DADECOUNTY Expiration Date: 08/26/14 Approval Date: 09/19/13 Page 8 of 9 CLIP DETAILS(CONTINUED) TILE BY ALTUSA 2 1/2"OVERLAP (T'F') (COVERS PIN HOLE) SCREW(HOLDS CLIP ONTO DECK) SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE i DECK CLIP PLACEMENT DETAIL 1114" 1314" 314" 518" 5I8" 0000•• _-_ ` • 0000 000000 • GALVANIttP• •0 3.00" •a••&AETALCLIP 0• 0.0000 • 0000•• • 0000•• •••0• DECK •• •� 2112"SCFt"* ••••• •• •• 0000 0000•• • 00.0.0 • • • END OF THIS ACCEPTANCE NOA No.: 12-1203.06 MIAMIOADECOUN�TY Expiration Date: 08/26/14 1-1129M• Approval Date: 49/19/13 Page 9 of 9 The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7200-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (Quick-Drive Screws,Battens) The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-78 TAS 100 Celotex Corporation Testing MTS 520649 TAS 102(A) May 2000 PRI Asphalt Technology,Inc. CLF-003-02-01 TAS 102 October 2001 Redland Technologies 7161-03;Appendix III TAS 102 Dec. 1991 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 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..W960• screw vs.smooth shank nails: ••• *000 "":' • Walker Engineering,Inc. Calculations Aerodynamic Multiplier .::..:Marc;•• 1§99: •• •; • Walker Engineering,Inc. Evaluation Calculations 25-7183 ••• •*March 1995 ;....: Walker Engineering,Inc. Evaluation Calculations 25-7094 Februaj.,7 r516 .•••• .... ..... Walker Engineering,Inc. Evaluation Calculations 25-7496 ...April At.. .. .. .... Walker Engineering,Inc. Evaluation Calculations 25-7584 •• December...1996. .. •. 25-7804b-8 "060: 25-7804-4&5 .•. :....: 25-7848-6 °• "' • NOA No.: 14-0605.03 MIAMI•DADECOUNTY Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami-Dade Product Control Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 3.8 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Altusa 'S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations • . . .... ...... Table 1: Average Weight(W)and Dimensions (1 x w) ... •• Tile Profile Weight-W(Ibf) Length-I (ft) •--*Vyidth-+6 A:, ��•� Altusa "S"Clay Roof Tile 6.5 1.56 •6:0 0: 0.9 •• •• .. .. ...... Table 2: Aerodynamic Multipliers -I ft ....:. Tile X(ft ) A.(ft ) :••• Profile Batten Application Direct DaUdA licatk)m •• •• Altusa"S" Clay Roof Tile 0.269 0.291 •• • Table 3: Restoring Moments due to Gravity-M9(ft-lbf) 2": 12" 3": 12" 4,': 12" 5": 12" 6": 12" 7": 12"or rester Batten Direct Batten Direct Batten Direct Batten Direct Batten Direct Batten Direct Deck Deck Deck Deck Deck Deck 4.70 4.71 4.63 4.65 4.54 1 4.57 4.43 4.46 4.30 1 4.34 4.16 4.21 MIAM6DADECOUNTY NOA No.: 14-0605.03 I ,,,� Expiration Date: 08/26/19 xjvj Approval Date: 08/28/14 Page 4 of 7 Resistance Expressed as a Moment-M ft-Ib Table 4: Attachment R p r( fl for Me hanically Attached Sys ems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15132" plywood) (Min. 19132" plywood) Altusa"S" 2-10d Ring Shank Nails 28.6 41.2 19.4 Clay Roof Tile 1-10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 .#8 Screw 28.7 28.7 18.1 2 .#8 Screws 58.2 58.2 26.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Clip) 1-10d Smooth or Screw 29.3 29.3 24.0 Shank Nail Eave Clip) 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Clip 2-10d Smooth or Screw 38.1 38.1 4t.$•••' ...... Shank Nails Eave Cli • ...... .. ...... Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf< •••• ;•...; for Two Patty Adhesive Set Systems •••• ' Tile Tile Application MinimaAf Attachrflent Profile Rt'$1Sfhnce :''• ••• Altusa"S"Clay Roof ••3 3 • Tile Adhesive .•�• • . • 2 See manufacturer's component approval for installation requirements. •""' 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. •• • • ... ;"•• 3M 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. • • • Table 6: Attachment Resistance Expressed as a Moment-Mr(ft-lbf) for Single Pa!!y Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Altusa"S" Clay Roof 3W 2-Component Foam Roof Tile Adhesive AH-160 66.5 4 Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 38.7 3M 2-Component Foam Roof Tile Adhesive AH-160 52.056 4 Large paddy placement of 63 grams of 3Wl_2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams of 3M'2-Component Foam Roof Tile Adhesive AH-160 6 Large paddy placement of 70 grams of 3M'u 2-Component Foam Roof Tile Adhesive AH-160 NOA No.: 14-0605.03 MIAMI-DAD E COUNTY Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 5 of 7 Table T: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa "S" Clay Roof Tile Mortar Set 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved". ALTUSA MADE IN HONDURAS LABEL FOR ALTUSA"S"CLAY ROOF TILE. (LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: •'"' 6.1 Application for building permit shall be accompanied by copies of the following.• • ...... .. ...... 6.1.1 This Notice of Acceptance. • 6.1.2 Any other documents required by Building Official or Applicable bulainV code in order to •••• properly evaluate the installation of this system. ...... ••.. ..... .. .. .... ...... , . . . ...... • :0000• . .. . . ... . . NOA No.: 14-0605.03 MIAMMADECOUNFY Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 6of7 PROFILE DRAWING 18-314" ' . .... ...... •••• • ••••• •••••• •••• ••••• •• •• •••• •••••• • 10-314" . . . ...... ALTUSA`S' CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 14-0605.03 MIAMI•DADECOUt3TY Expiration Date: 08/26/19 ...g - Approval Date: 08/28/14 Page 7 of 7 M�IA�M _. z:,L fl MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.miamidade.eoy/economy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 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:Polyglass Polystick Underlayments •••••• ••• """"' 696.9" 0 • 9999.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,•state hpd follq,&&6 statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. **66 •• .0•996 9999 9999. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has'Been no change 6 in the applicable building code negatively affecting the performance of this product. 6 9999.. 9999.. TERMINATION of this NOA will occur after the expiration date or if there has been a revision:or ohaage in the 6 ;"•""; materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any prodpig for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this N OA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. �t NOA No.: 14-0717.08 .&MCOUN-rYiP OUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Descriation Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'3'/g" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'3-'/e" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adheti ig, Manufacturing Location 65'x 3'3 3/S" APP polymer modified,fLberglgss reint%Qc4, sees:* #1 &#2 Or 65' x 3' bituminous sheet material'WUsl as an... • 60 mils thick underlayment in sloped rQa msamblies. •.: ••••e• Designed as an ice&rain6s&%ld. 0 . 000.. ...0 . . 0 Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-'adkawuig,glass'0•• 00000 (Surface Printing) 65'x 3'3-'/a" D 1970 fiber/polyester reinforced-wateMmoofing ••• .•..•• 80 mils thick membrane.Designed as a-metaOroofing "Roof ..0. ' Manufacturing Location .• #1&#2 the underlayment. :00:0: 00 . . . . 0000.. 0000.. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterUVAIIMg melvw. :"": Manufacturing Location 32'l 0"x 3'3 3/a" D 1970 glass-fiber/polyester reinforced,with a grgvdI4 #2 130 mils thick surface designed for use as a the roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufactur-ing Location 61'x 3'3j/," D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manurfactur•ing Location 6 P x 3'3-'/$" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NUA No.: 1E4-0717.08 M IAMI •DADE COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 2 of 9 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Man facturing.Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced,SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton,PA 2.Winter Haven,FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date TrinityERD P10870.09.08-RI TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G 15 5 04/13/09 P33360.06.10 ASTM D1970 07/01,1166% P33370.03.11 TAS 103 .03/02/T f•• •••• • P33370.04.11 ASTM D 162304/240/?t- P36900.09.11 62304/24/?f•• • P36900.09.11 TAS 103/ASTM D4798&G15S ••••:••09/01/11 • :'Poe*: •• • P37300.10.l 1 TAS 110/ASTM D4798&D 1974• l0/19/1 t ...... P40390.08.12-1 TAS 103&TAS 110 90*-080 ?:2•••0806j'?:2••• ••••. P40390.08.12-2 ASTM D 1623 ••::.08/0 l P40390.10.12 ASTM D 1970 000••• 10/031tZ. ...... P37590.07.13-1 ASTM D6164 ••....07/02/13 . •• P45270,05.14 TAS 103,TAS 110&ASTM :05/12J14 •••• • D1623 •`0• P46520.10.14 ASTM D1623 •• • P44360.10.14 TAS 103 &TAS 110 10/073 W• P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23DSB TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G 15 5 02/18/10 NOA No.: 14-0717.08 MIAMbDAD;COUNTY Expiration Date: 09/13/16 Approval Date: 0122/15 Page 3 of 9 INSTALLATION PROCEDURES: Deck Type l: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(I) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type lI or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. •••. . . .... ...... Deck Type 1: Wood,non-insulated •• . Deck Description: Min. 19/32"plywood or wood plank ••• •• •' """ System Type E(3) Base sheet mechanically fastened deck,subsequent cap membrAM Mrf-adhered •••••• Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. 0 ••••• Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a 111iftliffC4"head 1tP.'(T6r ':':•• base sheet only) goo: 0 0 Ply Sheet: Polystick MTS PIus,self-adhered with minimum 3"horizontal laps:id Itliltmum 0"vel4ical ....:. (Optional) laps. :o o o** • Membrane: Polystick TU Plus,self-adhered. •• • 0 000 ' .. Surfacing: See General Limitations Below. MIAMI•DADECOUNTY NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 4 of 9 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-14"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. 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. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: •••• 1. Fire classification is not part of this acceptance. • 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick. "9 Pro may be u-94d •••• • in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile syststcs ead quarry state •••; roof assemblies.Polystick TU P may be used in all the previous assemblies listed except me"4roofing.:.•0;• ' Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing androef tile systems. Polystick TU Max maybe used in non-structural metal roofing and roof tile systems. ElmtQli&4S6 G majtV used in roof tile systems only. •• •• "" •••• ...... 3. Deck requirements shall be in compliance with applicable building code. • . . . . ...... 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck stall be free of ;�...; irregularities. •• • 0• :0: ' •• 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations(days) MTS IR-Xe i Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 180 90 180 FL. Hazelton,PA. N/A 90 NIA 180 N/A N/A N/A N/A NIA 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 14-0717.08 MIAMFDADECOUNTY � Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 5 of 9 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance.Polystick TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows:(See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (gee Figur 1•••• ••••• below) • ' • Battens shall be used for stagging of lugged tiles above 4:12 ' ...... .. .•.•.. • Battens shall be used for stagging of flat tiles above 5:12 W Slope • .... . ..... ...... .... ..... .. .. .... ...... . • . . •••••• • . • . • Figure 1:Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. NOA No.: 14-0717.08 MIAMI•DADE COUNTY ...� � Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 6 of 9 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. j Roofing Tiles ,•, (6 Max Per StaCk) a 12 N �-`yL - l-3 t; fbof Deck prepared witli PDLWffCKTU Plus r 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P, Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P, Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick T 4kePro or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction SAHJ)or the•• •e•e:4 Miami-Dade County Product Control Department for approval provided that appropriate deeumentatiofl V e ; provided to detail compatibility of the products,wind uplift resistance,and fire testing reMit:•• "� LABELING: e e e e e • e • .... . ..... 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufactatacfs nlme or Io�G'City •••"e and state of manufacturing facility and the following statement: "Miami-Dade County ProdUt;t Control ApMtved" •••':e ...... e e or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY • • • • • � f • • • •ecce• BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 14-0717.08 MIAMI•DADECOUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 7 of 9 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, I I gauge ring shank type,applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being back- nailed.(Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#l0. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7"/12"or greater. It is suggested that on pitch/slopes in excess of6'/a"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)H26".•• 8. Polystick membranes may not be used in any exposed application such as crickets,exposed�all7s,or j4gose� •••• . •• • roof to watt details. •••••• •• •..... 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Pmmiatn Modified ;....; Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Preg1fM?iVodifi(U.0 . • Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,folld e(f by a patch of the ••:••• Polystick material of like kind should be set and hand rolled in place over the area needing 94MI i epair. Pa k "inog • 00 membrane shall be a minimum of 6 inches in either direction. The repair should be instalret ion such a way so • that water will run parallel to or over the top of all laps of the patch. • • • • . . . . ...... 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates! Polyglass requires a ;••••; minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers*a�re atceptaplb i3 t; rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. •• 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800)894-4563. NOA No.: 14-0717.08 MIAMI-DAD;COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800)894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE . . .... ...... ...... .. ...... . ....% ..... ...... .... ..... .. .. .... ...... . . . . ...... ONTY NOA No.: 14-0717.08 MiAMi�eCoExpiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 MIAMI-DADE COUNTY M AMald PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code ..9* including the High Velocity Hurricane Zone of the Florida Building Code. •••••• 0..••• 0000.. ' DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 .: 0000:. 0 .. 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge000 :;io.tio state grid0%tlowing.... statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein....... .... .0:.. too*** 9099 0690.. RENEWAL of this NOA shall be considered after a renewal application has been filed and tt wshas been iso change to in the applicable building code negatively affecting the performance of this product. : 0 • • 000000 0 .9.099 TERMINATION of this NOA will occur after the expiration date or if there has been a mvisibn or :ftaivc:in the • materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. CM�AM� NOA No.: 14-0805.01 •DADE CouNTY AOV Expiration Date: 05/10/17 Approval Date:09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment .""• . . 0000 0000.. . . • PRODUCTS MANUFACTURED BY OTHERS: "':" ••• •••••• 0000.. • • 00.. Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA&%hich list attachment•00 • resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile aal!®eive. so***•••• ••;••• 09.60. 0000 ••... MANUFACTURING LOCATION: •• •0• ••••'• 1. Tomball,TX. 0 �� •••••• 6 . .0.0.9 PHYSICAL PROPERTIES: • 0 0 • • Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./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. MIAMI•DADECOUNTY NOA No.: 14-0805.01 � Expiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Aaencv 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 1z"S 8, . . .... ...... 520109-2 • 520109-3 ' ...... .. ...... 520109-6 ...:.. 520109-7 •••••• 520191-1 TAS 101 •••••• 03e'8179.9• ••••• 520109-2-1 • ...... .... ..... .. .. .... ...... LIMITATIONS: •••••• • . . . . ...... 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Asserntly torture rating. •••; 2. 3MT`"2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,c4c high tile L ilps. • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MT'2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. IAMI•DADECOUNTY NOA No.: 14-0805.01 M IAM Expiration Date: 05/10/17 Approval Date:09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B"component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be•1h••. accordance with the'Placement Details'herein. Each generic tile profile requires the speoffc-pl.acement:noted • herein. • ...... .. ...... .... . ..... ...... .... ..... .. .. .... ...... . . . . ...... •• • . ... 6.0 NOA No.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile 42 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 9-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. .•.••. . . .... ...... MIAMI•DADE COUNTY •• • ••• • • 666666 6• 6666•• • • • BUILDING PERMIT REQUIREMENTS: 6666•• • •••••• 6.60 666.0 As required by the Building Official or applicable building code in order to properly evaluate 44q iWallation pf jWs .6;0 system. 6 6'••6 *000 ••6••• ...... . 6 . . . . 0 6660 • ••6•6 6 00 0 Oj NOA No.: 14 01 OUNTExpiration Date: 05/10/17 Approval Date:09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 a fneughplast►c k Wddyl9ww mRFi•) Flat/Low Profile Tile durbsa r•quiraaj. 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 underla ment positioned as shown , under the strengthening rib closest to the overlock �2, - of the tile being set. �aticesanpdon•4 � -:` =„mew ,r,• 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. loon”, Facl. `+fib 3 in c �yc g E•oCI•�u�_. mak, Nall lhrowyhpl*s cemew Medium Profile/ Double Pan Tile !whew regNulrcadG P•ddyiMmerrhWei 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam d•r4•ylip•nr � ti, paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the Overlock of the the being set. 2. Continue in same manner. Insure approximately 17 • �`" (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. • •• ... r Cm Closure •••�•• • • • Err•tours• a" Frisco •••• • • • • •••• • ••••• •••••• •••• ••••• tw1p*& r- High Profile/Single Pan Tile- • e.�rtrvu�pl.rrgc • •• •••• •••••• trAiear•qudr•d' _�I+sddyl�„••ehTil®E • a,,d,r,•y,rw,,,r ,0 1. Starting at the eave course,*apply a minibvw2' . � (50.8 mm)x 10”(254 mm);x 1:'(25.4 mhi)foam �....� F `r paddy onto the underlaymen?posionedas shown under the pan portion of the the closest to the '~ "''""d't" Overlock of the tile being set. rlm.,t$ 2. Continue in same manner. Insure approximately 17 (109.7 cm)—23 (148.4 cm)square inch adhesive ' 1 ' `' � ,•-', contact with the underside of the tile. r taw Go-urs*- Fascia phok S16 briptd l* MIAMI•DADE COUNTY NOA No.: 14-0805.01 II■ r . Expiration Date: 05/10/17 12106" Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL##2 Flat/Low Profile Tile a .^ unaresyrewwrt 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 r ' onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the the being set. Insure approximately 17(109.7 cm2) , � , n„l ``F —23 (148.4 cm2) ' square inch adhesive contact with the i EawCmuna underside of the tile. X r ti W 2. At the second course,apply a minimum 2"(50.8mm) F115dol x 7 (177.8 mm)x 1 (25.4 mm)foam paddy onto the PV underlayment positioned as shown under the t�S> strengthening rib closest to the overlock of the tile Fam Clow • being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12(77.4 cm) square inch adhesive contact with the underside of the tile. *oil thmw9hplastic mmem Medium Profile/Double Pan Tile 4whtea resp�irea+ `~' 4 -Paddy iftntsthMay 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foa"Wdy onto the underlayment positioned as sho'"wilder thee t t t t t pan portion of the tile close*40tile overtook oithe • the being set. Insure approxirxkely 17(109. ec6 )—•••••• 23 (148.4 cm)square inchndf►esive contactVith the• • underside of the tile. '••• ' .Y •••t • t•••• F .y r' r •.•t.t• •tttt 2. At the second course apply amirkmum 2 Z36�$mm) x 7 (177.8 mm)x 1 (25.4�mm�foam pMai onto the • ;�-�,,�-w �,,.cep. underlayment positioned asshwv�j under the gan 0�00:0 portion of the tile closest to.the gverlocl:AfthQ'tile r" Fast" • . . •••••• 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) couN7r NOA No.: 14-0805.01 hnarn•oaoE E t �, Expiration Date: 05/10/17 Approval Date:09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) .� coti Whenragaira�dd � �r oddy1av hTilm) High Profile/Single Pan Tile $wlr.n - I 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 nun) 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)— In. }, k" :: 23 (148.4 cm2)square inch adhesive contact with the Axe•ns.welowai �` underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) F. i. x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the W—Phan underlayment positioned as shown under the pan io ,y ��,. _ C'W°Whim portion of the tile closest to the overlock of the tile Drip edge being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. . . .... ...... ...... .. ...... .... . ..... ...... .... ..... .. .. .... ...... . . . . ...... NOA No.: 14-0805.01 MIAMI•DADECOUNTY Expiration Date: 05/10/17 �FTUNTIXJTII Approval Date:09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 mail through plastic cement Paddy(between tiles) (wbenrequreds 1. On the eave course only,apply a minimum 2" (50.8 Battens opt: a( mm)x 10" (254 mm)x I" (25.4 mm)foam paddy 1 Paddy(undereki onto the underlayment positioned as shown,under 1 single way on top of tNe .�, the strengthening rib for flat tile or under the pan w �:.',� portion of the tile for low or high profile tile closest 4x4lei, to the overlock of the tile being set. Leave approximately 4"(10 1.6 mm)up from the eave Single paddy edge free of foam to prevent the expanded adhesive 2X in. from blocking the weep holes. Insure • t approximately 17-23 ins(109.7-148.4 cmc)of tarnk adhesive contact with the underside of the tile w'�2 in, azcia -EareciomBe �� 2. Apply a 4,r (101.6 mm)x 4r, (101.6 mm)x 1 (25.4 mm) foam paddy onto the underlayment just below Fiat/LowProfiieTiie the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Maitnrnugir piaWccement Single paddy urrderlie pan portion of the tile, closest to the underlock for (when required) p,ddyibetween tiles) the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive Battens paddy[undertilef contact with the underside of the tile. gp[ia►ai w singie wddi {' a,,6DpofWe (Instructions continued on next page) •.•• #rain. �W�` . • x4in:`" • • •••• •••••• padd ons ''E • • • • yment ^:,a • • • Ewe •••.•• •• •••.•• tan `• + tin, ••••.• _I Eave Closure •••• • ••••• EawreCourse fascia •• •• ••• ••••• •• •• •••• •••••• • Medium Profile Tile •• • • •• • • • • •••••• NOA No.: 14-0805.01 MIAMI•[U►QECOUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nap through plastic 5irtgie paddy under rile {when required) 3. Also apply a 2"(50.8 mm)x 4" (101.6 mm)x'/4" Paddyibetweenulesi (19 mm)paddy on top of the eave course tile Battens j t*f I)Wdrtunde.ellel 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. on UM= Install second course of tile. Insure approximately 4x4i, — ��,_ 9(58.1 cm2) - 11 (71cm2) square inch adhesive �� contact with the underside of the tile at the overlap sin,fieand 7(45.2 cm)-9(58.1 cm) square inch the Paton {'�* } adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Eanre Course® "" -. —Fascia Weephole '� in. Eawe dosnnre Drip edge High ProflleTile • •••••• •••• ••••• •• •• •••• •••••• • MIAMI•DADE C0 tM NOA No.: 14-0805.01 � n - Expiration Date: 05/10/17 Approval Date:09/04/14 Page 10 of I1 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" required) (/50.8 nim t)Placa enough adhesive to achieve 65 to 70 sq in. Steep applications / foam in contact with the pan fila, (when raquir9d) l )x 10"l254 mm)x 1"(25.4 nim) 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as for 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. r ° tiles from rocking until adhesive has a chance to Undedayment ��',,_' cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure a � �' approximately 65 (419.4 cm2)—70(451.6 cm2) �� square inch adhesive contact with the underside €s ` shaathin of the pan tile. g Eave closure (motor shown) 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 the save courts cover tile.Abut to second courts of edge of each side of the cover tile. Leave pan tiles.Ensure cave and of pan and cover tiles are Rush at save 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 applt8dagd .� .. place onto pan tile course. Lisxre a minimu..m of 0000 20(129 cm2)-25 (161.3 m2).quare inoi .: ••• contact area on each si je.* Aj a cover tilg to the • pan tile. Continue in san-W. inner. Trim)sway ;•"'; any cured exposed foaril"Wive. Mrltrifjof ..... longitudinal edges of the wAwA tiles are.... 00:90 considered optional. *a**** •••• •••••• 99a999 5. When additional nailing is required,:'4s0.8 •••••' mm)x 4"(101.6 mm)rI lei?or the fie wire :9 9 0 9: system using galvanized,'stainless stael oc: 0 0 copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 MIAMI•DAD;COUNTY I■ UN Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section.The provisions',,of 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 and the con-tractor.The owner's initial in the adjacent box indicates that the item has been explained. 1� 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose Af providing that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics (appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. IZ 2.Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed pri6r to removing the existing roof system.) a' 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. '' 4.Exposed Collings:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance,therefore, roofing nail penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining this appearance. 5. Ponding Water:The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may s0fe% the life expectancy and performance of the new roofing system. Ponding conditions=na�ifwt be AM t • until the original roofing system is removed. Ponding conditions should be corrected. ' "•.!: • nn •••••• • •••••• y� 6. Overflow scuppers (wall outlets): It is required that rainwater flow off sdttraWe roof is ndt :••••: overloaded from a build up of water. Perimeter/edge walls or other roof extensions may brCrOlwis dissl+� if overflow scuppers (wall outlets) are not provided. It may be necessary to install o�*r1r vscuppers in 00:9,• accordance with the requirements of Sections R4402,R4403 and R4413. oe . . • 7. Ventilation: Most roof structures should have some ability to vent naturavirfvA;through tho ••,,;• interior of the structural assembly (the building itself). The existing amount of attic ventilation shall net+bb• • reduced. It may be beneficial to consider additional venting which can result in extendirgthm lervice Ilfe W. ;••••; the roof. •` • Exception:Attic spaces,designed by a Florida licensed engineer or registered architect to eliminate the attic venting,venting shall not be required. l- � --= �1 S Owner's/Agent's Signature Date ! Co a is §ibnatbre 0_212 G N vJ I Property Address Permit Number