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RF-13-1363 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-193783 Permit Number: RF-6-13-1363 Scheduled Inspection Date:August 12,2013 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: , Work Classification: Tile Job Address:9509 N MIAMI Avenue Miami Shores, FL 33150- Phone Number Parcel Number 1132060130670 Project: <NONE> Contractor: MFS ROOFING INC Phone: (305)383-2280 Building Department Comments CONCRETE TILE RE-ROOF Infractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 12,2013 For Inspections please call: (305)762.4949 Page 9 of 41 Miami. Shores Village Building Department JUN 1 &L 313 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 --- INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 10 BUILDING Permit No. PERMIT APPLICATION Master Permit No. 1 Permit Type: BUILDING ROOFING JOB ADDRESS: 9509 N MIAMI AVENUE City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcelk 11-3206-013-0670 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name Federal Nat Mrtg Assn AKA FNMA 972-773-7840 Address: 950E(Fee Simple RD, SUITE 1900 D : 75254 City: A State: Tenant/I.essee Name: Phone#• "A Email: N/A CONTRACTOR:Company MFS ROOFING INC. 305-251-0677 Nam: Phone# Address: 14090 SW 144 AVEN RD City: MIAMI Ste: FL Zi : 33186 Qualifier Nom: HECTOR ALVAREZ Phone#. 3�5-251-0677 State Certification or Registration# CCC1327902 Certificate of Competency#: Contact Phone#: 305-251-0677 Email Address: MF ROOFING QPYAHOO.0 DESIGNER:Architect/Engineer. N/A Phone#: A Value of Work for this Permit:$10,800.00 Squar eff,inear Footage of Work: 1,494 Type of Work: OAddition OAlteration ONew ORepair/Replace ODemolition Description of Work: CONCRETE TILE RE-ROOF Color thru tile: EAGLE MALIBU-ALHAMBRA Submittal Fee - Permit Fee$ 09/mil CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Boalding 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,BEATERS,TANKS and 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 it subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the far wh' occurs seven (7) days after the building permit is is In the absence of such posted notice, the inspe ' n will not be appr and ebaspection fee will be charged _ Signature Signature - Owner or Agent Contractor The foregoing instrument was acknowledged before me this 17 The foregoing in nt was acknowledged before me this 17 day of June 13 ,20 by Daniel Garcia day of June'l, ,20 by Hector Alvarez who is y known to me or who has produced L who is known to me or who has produc ed l= DRIVER'S IC As*den' 'on and who did take an oath. DRIVER'S LIC identification who did take an oath. NOTAR UBLIQ NO TAR P XJC: GR eAtp'R\VERp oclda lc State of�Zp17 R►V��rla Si Sign: to r.r 8 I stop E o' Print: ao .1tea Iso i&Ass My Co ! :: so mto My MYCoA►M�eswo� ot►a1 {►e�+ APPROVED BY �J Plans Examiner Zoning Structural Review Clerk (Revised 3/1=012)(Reviud 07/10107nevised 06/1012009)Xevisd 3/13109) CFA -PG 1380 ,67274 s f Ok Sic. X74 Ps 4796;,lips). RECORDED 06/12/2013 .11a22 21 HARVEY RUVIN v CLERK OF MT HIANI-DADS tOURTYP FLORIDA NOTICE OF COMMENCEMENT LAST PAGE A 110=0 iIAOST BE Posm ON THE JOB SITE llf Tw OF F==w= PERMIT NO. 3-0670 _TAX FOLIO . i - 26 STATE OF FLORIDA: COUNTY OF MIAMI-DADS THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real properly,and in accordance with Chapter 713,Florida Slate,the flowing Information Is provided in this Notice of Convnenc:ement 1•_ s Space above ms�arved for use of reorder office M �Sim 1Q-7��" 9�9 N MIAMI AVENUE,MIAMI SHORES,FL33150_ 2.Description of.hnprmrement: HLPLAGEMENT 3.Owner(s)flame and addr Irtlsrest in PrtY•OWNER: ,ATUWA,GA Name and address of fee simple titleholder. ctQrar� rte,address and phone number: , - , 6. :-(Payment bond rNWred by owner from contractor,ac tor,if any) Name,address and phone number Amount of bond$ 6.Lender's name and address: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1#07.,Florid Statutes, Name,address and phone number: 8•In addition to himself.Oumers designates the following parsons)to receive a copy of the Lienor's Notice as provided In Section 713.13(l)(b),Florida Staiutess. Name,address and phone number. 9.Expiration date of this Notice of Commencement: (fie ems►date is 1 year from Um deft of recokft uNess a dramut cift is sperm WARNING TO OWNER ANY PAYMENTS MADE BY OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSID gii.e IMPROPER PAYMENTS UNDER 713, i,SECTION 713.13.FLORIDA SIATUTES,AND CAN RESULT IN YOUR PAYING TIM T PMr A NOTI OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFO FIRST CTfON.IF YO D O OBTAI CONSULT WITH YOUR L04DER OR AN ATTORNEY BEFORE COMMENCING OR I, DING YOUR NOTICE MEN Slgnatof Owner(s)or /Dfrector/Partrw/Manager ; Prepared By Prepared By Print Name Print Name TWOfflce Tiiietofflce 1 144 AVE 186 STATE OF FLORIDA pfW COUNTY OF MIAMhDADE d The fo b was acknowledged before me this 10TH JUNE 2013 - o BY Dd i U Individually,or 0 as for , U Personally Imowrn,or JW produced the following type of Id tL DRIVERS ttC Signature of Notary Pcibiic: 42 Print Name: C 1 - '!a (SEAL) GREW=MVERA VEMEICAMON 4�1: Nay pwo'Stara of Flotill8 �. •� �►carp.E �n�.2017 tin F t 1 have r�the foregoing and rs ar D sSh re EE ll 7.2$ the Ends stag in true, best of my Imawledge and beW. -. . . ��. Bondad T ►�' ��- E s)� Offlcer/Dhector/Partrrer BY By y UM-N PAGES I= $" r� FannieMae® Date: 06/03/2013 To: MIAMI SHORES VILLAGE HALL 10050 NE 2nd AVE MIAMI SHORES, FL 33138 ATTN: MIAMI SHORES VILLAGE HALL This letter confirms that the below listed Company is employed as an approved Fannie Mae vendor and has our approval to sign for permits on behalf of Fannie Mae at the below listed property.Should you have any questions you can contact us at: Kathleen_J_Mitchell @FannieMae.com or(954)745-6841 Approved Fannie Mae vendor. TR139198X MFS ROOFING INC DANIEL GARCIA,VP 14090 SW 144 AVE RD MIAMI, FL 33186 Fannie Mae Property Address: PROPERTY 9509 N MIAMI AVE MIAMI SHORES, FL 33150 Sincerely, Kathleen Mitchell Sales Representative CC: STATE OF FLORIDA COUNTY OF BROWARD The foregoing instrument was acknowledged before me this 3rd day of June, 2013 by Kathleen Mitchell. 1 � ANA V Q r y �yEE1 t�8 05,x,016 (Signature of Notary Public - State of Florida) (Print,Type,or Stamp Commissioned Name of Notary Public) Personally known XX OR Produced Identification Type of Identification Produced Confidential-Internal Distribution 2 r FannieMae DATE: Jun 17,2013 , PAGE: -1- Maintenan Repair k Authorization ORDER NO: AR121ZNM04 PAY TO MFS ROOFING INC. REGIONAL SOUTHWESTERN REGIONAL OFFICE VENDO 14090 SW 144 AVE RD OFFICE: MIAMI,FL 33186 DALLAS,TX 752542916 PAY TO TR139198X FANNIE MA OAN NO: REO ERVICER 7 PROPERTY AD ESc 9509 N MIAMI AVE 1704466638 A121ZNM 596479266 MIAMI SHORES,FL 33150 SERVICER NAME SERVICER NO CONTRACTOR CO OR NO. NATIONSTAR MORTGAGE,LLC 241470032 MFS ROOFING INC. 198X TO:(NAME AND ADDRESS OF TROPICAL REALTY,INC. You are authorized to contact on behalf of BROKER) 440 E.9TH STREET Fannie Mae for the following maintenance andfor repairs to the above property. Cost to perform each item may not exceed the amount HIALEAH,FL 33010 authorized below without prior written REM DESCRIPTION 1 Structural-Roofing/Gutters :$10,800.00 2 Structural-Other TOTAL ORDERED ❑ payment For Fannie Mae Use Only ❑ payment - - ------ --- Prior Authorization(if any) Accumulated' ❑ Submit to escrow company below(fill in)for payment For work exceeding$1,000: escrow: 1.Bids have been received and flnidals) approved flnitials) Escrow Company Name 2.Bids have been taken verbally. Mitra/sl - -- _ Approved (Fannie Mae Sales Reo) (Date) Escrow Company •tt total cost exceeds$3,oro two authorized stgrudures are required 2nd level: 0 supervisor L3 Mamer (Date) Work Completed on Work Inspected on(Date) .R total cost exceeds$15,000,Sales Review Committee Approval Required Sales review: (Date) l cer*that J personally inspected the above item(s)and found all work completed in a satisfactory and workmanlike manner. Broker Signature Date FANNIE MAE FORM 1093 JAN 03 Owner's Notification Form 07 , r MIAMf•Q f;' Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code,Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item s been explained. i . Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone are for the purpose of 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 p the agreement between the owner and the contractor. .Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zones) of the Florida ad u' dt Code. (The roof deck is usually concealed prior to removing the existing roof system). .Common roofs: Common roofs are those which have no visible delineation between neighboring un .e.townhouses,condominiums,etc.).In buildings with common roofs,the roofing contractor and/or w er s uld notify the occupants of adjacent units of roofing work to be performed. .Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be vie a from below. The owner may wish to maintain the architectural appearance;therefore,roofing nail penetrations of the underside of the decking may not be acceptable.The owner provides the option of ain 'ng this appearance. .Ponding water: The current roof system and/or deck of the building may not drain well and may cau ater 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 shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original system is removed. Ponding conditions should be corrected. Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers(wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance equirements of: Chapter 15 and 16 herein and the Florida Building Code,Plumbing. Q,,t, 7 Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the buil 'ng its . The existing amount of attic ventilation shall not be reduced. Exception: A ' spaces, by a orida-licensed engineer or registered architect to eliminate the attic venting,venting shall not be req d. Owner's/Agent's Signature Date: 06 / 17 / 2013 Contractor's Signature: Permit Number. Property Address: AMl AV 33150 T 5� s Miami Shores Village �•�� a�. Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 30 95.2204 Tel: 5 7 e 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: 06/17/13 10050 NE 2nd Ave Miami Shores, F133138 Re: Owner's Name: FEDERAL NATL MRTG ASSN AKA FANNIE MAE Property Address:9509 N MIAMI AVENUE, MIAMI SHORES, FL 33150 Roofing Permit Number. Dear Building Official: I Daniel Garcia as agent for FNMA certify that I am not required to retrofit the roof to wall connections of my building because: to 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. ❑ as struct in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of uth F rida Building Code(1994 SFBC) DANIEL GARCIA Signature Print Name State of Florida County of Dade The undersigned,Ming the first duly swom,d and says th e/she is the owner for the above property mentioned. Swom to and subscribed before me this 1 via JUNE 2013 Notary Public,Sate of Florida at Large r av i� 01 -State o. s� Notary public n 7 2017 • When the just valuation of the structure for pu �, 3 and the building was riot constructed with FBC nor a 1994 SFBC.Then you must provide a building ntrdet�i n rricane Mitigation. '•:; „;••° Bonded Thre Revised on 51210 Property Search-Report � t NHAMI-DARE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopacmttwo PAv"Appo6or Property Information: Folio 11-3208-013-0870 � r � Properly Address 9509 N MIAMI AVE ' 0- Owner Names) FEDERAL NATIONAL MORTGAGE ASSN Mailing Address 950 EAST PACES FERRY RD STE 1900 ATLANTA GA " f 30328 4 k, Primary Zone 1100 SGL FAMILY-2301-2500 SQ K 0001 RESIDENTIAL Use EP g Use Code FAMILY Beds/BethetHaN 21110 Floors 1 Living Units 1 AQ.Sq.Footage 1190 Lot Size 13000 SQ FT MM Photographir 2012 N Year Built 1939 Full al Description Taxable Value Information: Leg pton MIAMI SHORES SEC 1 AMD PB 10-70 Current Previous Previous 2 LOTS 12&13 BLK 5 LOT SIZE 100.000 X 130 Year 2013 2012 2011 COC 22915.3803 25749-4069 1204 1 Exemption/ Exemption! Exemptionf Taxable Taxable Taxable IMPORTANT NOTICE: The 2013 exemption and assessment values currently shown are preliminary County $0/$232788 $0/$208113 $01$189194 and are subject to change until they are certified on July 1. School Board $0/$232788 $01$219250 $04189194 Assessment Information: City $0/$232788 j $0/$208113 $0/$189184 Current Previous Previous 2 Regional $01$232788 $04208113 $0/$189194 Year 2013 2012 2011 Sale Information: Value $130244 $100188 PO Bullding Value $80882 $ggppg $89006 Data Amount OR Book-Page 4mliRcation Code m6iiiiiiiiii- -- 1212012 $120100 28412-3395 Deeds to or from financial Market Value $232788 $219250 $189194 Institutions Assessed Value $232788 $208113 $189194 1212004 $31000 22915-3903 Sales which are qualified Benefits Information: 5/2004 $200000 22316-1811 Sales which are qualified Current Previous Previous 2 Benefit Type 2013 2012 2011 Non-Homestead Assessment $0 $11137 $0 Caps Reduction Note:not all benefits are applicable to all Taxable Values(ie County, School Board,City,Regional). Disclaimer. The Office of the Property Appraiser and Miami-Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy.No warranties,expressed or implied,are provided for data and the positional or thematic accuracy of the data herein,its use,or its interpretation.Although this website is periodically updated,this information may not retied the data currently on file at Miami-Dale County's systems of record.The Property Appraiser and Nfiamil-Dade County assumes no liability either for any errors,omissions,or inaccuracies in the information provided regardless of the cause of such or for any decision made,action taken,or action not taken by the user in reliance upon any information provided herein.See Miami-Dade County full disclaimer and User Agreement at httpJ/www miamddade.gov lmfo/disclaimerasp. Property information inquiries,comments,and suggestions email:pawebmail®miamidade.gov GIS inquiries,comments,and suggestions email:gis@miamidade.gov Generated on:Mon Jon 17 2013 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 4402.14 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 High-velocity Hurricane Zone Uniform Permit Application Form. I INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Anplication ABC 1 6 7 Prescri five BUR-RAS 150 A.B.0 4 5 6 7 Asphaltic Shin ales 1 2 4 5 6 7 Concrete or Clay Tile B D E 1 3 4 5 6 7 Metal Roofs A B D 1.2.3-4.5.6.7 Wood Shin les and Shakes ABD 12 4 5-6.7 Other As Applicable 1 3 4 5 6 7 ATTACHMENTS REQUIRED: 1. Fire Directory LWUna Pa e 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16,or If Applicable,RAS 127 or RAS 128 4. Other Com Ponent of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing On 7. R wired Roof Testin /Calculation Documentation FLORIDA BUILDING CODE—BUILDING Y',it �pq qq,� ■ JUN 8 Oil Miami Shores Village ' APPROVED BY DATE ROOF ASSEMBLIES AND ROOFTOP STRUCTURES, -- -- ZONING DEP r BLDG DEPT orida Building Code Edition BJECT o crhIBI.I�;IcE wl r,I AI_t FEUEBAt Hig locity Hurricane zone Uniform Penn It Appli on Fonn. STATE ANo CC-1jN, (��1-5 ANLl iEGIJLATIONS MFS A (General Information) M r Pe Process No. co o INC. Job Address 9509 N MIAMI AVENUE, MIAMI SHORES, FL 33150 ROOF C.A:MGOPX UN ❑ Low Slope ❑ Mechanically Fastened Ilia Mortar/Adhesive set Tile ❑Asphaltic ❑ Metal Panel/Shingles Wood Shingles/Shakes Shingles ❑Prescriptive BUR-RAS 150 ROOF TYPE ❑ New Roof 0 Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) S.eG.tion B�R��f PIanT t L Sketch Roof Ian:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and over(low drains. Include dimensions of sections and levels,clearly Identify dimensions of elevated pressure zones and location of parapets. i s FLORIDA BUILDING CODE—BUILDING 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Permit Application Form. Ssctionn(Steep SinruW Roof System) MIYAMMIPR806TS LLC 1Nfi �. bfcceptance Number: Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations))• • 1q. b P2• P3• ��•�E'o Maximum Design Pressure j fg%m the Product Approval Specific System): Deck Type: 5/8" PLYWOOD Type Underlayment #30 ASTM D226 FELT �oof Slope: 12 Insulation: N/A Fire Barrier: N/A Ridge Ventilation? Fastener Type&Spacing: 1.25" RS @ 6"OC 12 @ FIEL Adhesive Type: N/A Type Cap Sheer JOC WEATHER LOCK SA Mean Roof Height: 17' Roof Covering: JEAGLE TILE Type&Size Drip GALV,26GA 3" Edge: 1.25"RS NAIL @ 4"OC FLORIDA BUILDING CODE—BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. SgCfjon F (THS Calcrdatinnfml I'mMomeat band We systems,choose eltherMethod I or 2.Compare the values for K with the values from Mp If the Mfvalues we gamurtmnor equal to the Mr values,for eacb area of the roof.then the We attachment method is able. Method 1 Moment Based Tile Calculations Per RAS 12r LIB.-�f�-'�Product Approval Mf_G..e�...r T2 Mg: M i Product Approval Mf 414:; _ (P3: Q M Mr rte' Lrod>ra APproval Mf-L`L Method 2-Simplified rde Calculations Per little RapiredMoment of Resistance(Mr)From TWe Beh>r>!gE�:-=O� Product val Mf i M ulred Moment Resistance" Mean Roof Height� Roof Slope 15' 20' 28' 30' 40' 2-12 34.4 36A 37A 39-9 412 30A 322 33-9 35-1 37-3 A-12 213A 28-0 29A 311.5 22A 'Mast be used in conjunction with a list of moment based We systems endorsed by the Broward County Bond of Rules and Appeals. ftUplif tbased the systems use Method 3.Compared thevalues forF with the valaesforFc IftheF values are greaterthan oregaaltotheErvahres, for each area of the roof,than the the attachment method is acceptable. Method 3 Moment Based Calculations Per RAS 127^ (P1: x L = x W,= -W. x cos B =Frl Product Approval F (P2: x L = x W,=_�-W: x cos B =Fa Product Approval F (P,A: x L - x w:=_ I-W. x cos B =F Product Approval F Where to 01ftin Informitflon Dwrlylfon malibRI WiRkere to find Dcalau Press= PI or P2 or P3 RAS 127 7hble I or by an analysis creamed by PH based on ASCE 7 Mean Roof 11eight H Roof Sim B Lob Site Agrodmandc Multiplier A product Avmval Restoring Moment due to Mg Product Approval Aftacbment Product Avromiyal Required Moment - Calculated Minimum Attachment F Product Approval Reguited U ' Pr Calculated A W Product Avowyal Tile Din-Woas L=length Product Approval W=width AB calcalat most be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE—BUILDING HIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2549 NOTICE OF ACCEPTANCE (NOA} www.miamidade e -ftildine/ Eagle Roofing Products LLC - - 1575 East C.R.470 Su®terville,FL 33585 SCOPE: This NOA is Irving 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 BNC-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 manufichuer 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. BNC 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 appr�o r cn and has been designed to comply with the Florida Building Code including the FEac elocity Hurricane Zone of ll Florida Building Code. DESC Malibu Con crete Tile LABELING unit s a bear a permanent label with the manufacturer's name or logo,city,stets and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA#06-0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. 444011- NOA No.:11-0321.01 Cp Tn Expiration Date:10/85/16 Approval Date: 85/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL a e o : Roofing Sub Cateeorv: Roofing Tiles Material: Concrete 1.SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville,FL.and 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 Test Product Annlicant Dimensions Sbecifictions Deacrintion Malibu Concrete Tile l= 17" TAS 112 Low profile,interlocking,high pressure w= 12 r/z" extruded concrete roof tile equipped with W thick three nail hole and double roll ribs. For direct deck or battened nail-on,mortar or adhesive set applications. Trim Pieces I=varies TAS 112 Accessory trim,concrete roof pieces for w=varies use at hips,rakes,-ridges and valley varying thickness terminations. Manufactured for each tile profile. NOA Na:11 0321.01 e Expiration Date:10/05/16 Approval Date: 05!12111 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Aeency Test Idendf7er Test Name%ReDort Date PRI Construction Materials PRIO6I78 TAS 112 08(23/06 Technologies Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs.smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) Redland Technologies P063I-0I Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Professional Service 224-47099 Physical Properties Sept. 1994 Industries,Inc. TAS 112 The Center for Applied 25-7094-1 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4"Headlap,Nails,Direct Deck,New Construction)(] The Center for Applied 25-7094-7 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4"Headlap,Nails,Battens) The Center for Applied 25-7094-4 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4"Headlap,Nails,Direct Deck, Recover/Reroof) The Center for Applied Project No.307025 Wind Driven Rain Oct. I994 Engineering,Inc. Test#MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik Drive Screws,Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik Drive Screws,Battens) NOA No.:11-0321.01 Expiration Date:10AW16 Approval Date: 05/12/11 Page 3 of 7 r The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering,Inc. 25-7214-6 TAS 102 (1 Quik Drive Screw,Direct Deck) (1 Quill Drive Screw,Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering,Inc. Evaluation Two Patty Adhesive Set System April 1999 Calculations Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,hie. Evaluation 25-7094 February Calculations 1996 Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December Calculations 25-7804b-8 1996 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity Sep.2006 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications,a static field uplift test in accordance with TAS 106 may required,refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix`A'.Such testing shall be submitted to the Building Code Compliance 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. NOA No.:11-0321.01 cim Expiration Date:10/05/16 Approval Date: 05/12111 Page 4 of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions(I x w) Tile Profile Weight-W(lbf) Length-1(ft) Width-W(ft) Malibu Tile 9.5 1.417 1.04 Table 2: Asrodynamic Multipliers-. ft Tile %( ) {ft) Profile Batten Application Direct Dock Application Malibu Tile 1 0.305 1 0.282 Table 3: ring Moments due to Grav Ity-M ft-lb Tile 3":12" 4":12" 5":12" 6":12" 7":12"or Profile gre ster Malibu Tile Battens I Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck. Deck Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 8.08 Table 4: Attachment Resistance Expressed as a Moment-Mr(ft-lbf) for Nail-On Systems Tile #"nor Type Direct Dock Direct Dock Battens Profile (min 16132" (min. 19/32" plywood) plywood) Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-1 Od Smooth or Screw 16.4 21.9 7.1 Shank Nails 1#8 Screw 25.8 25.8 22.9 2#8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave CI 2-14d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Rin Shank Nails 43.0 67.5 1 50.9 1 Installation with a 40 file headlap and fasterners are located a mh of 2W from head of file. NOA No.:11-0321.01 ie►i� E c Upiration Date:10/05/16 Approval Date: 05/12/11 Page 5 of 7 Table 5: Attachment Resistance Expressed as a Moment Mr(ft-lb!) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. PolYfown Product.Inc.Avera a weight per po S grams. Table 6: Attachment Resistance Expressed as a Moment-Mr(ft-Ibf) for Single Fa tty Adhesive Set Systems Tile The Application Minimum Attachment Profile Resistance Malibu Tile Polyloarn PolyProTm Po Warn Pol ProTu 45.5 4 Larne p@00y placement of LAgrems of Pol ProTm. 4 Medium paddy placement of 24grame of PolyPmm. Table 7:Attachment Resistance Expressed as a Moment-Mr(ft-lbf) for Mortar Set ftsterms Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufwturer's name or logo (See Detail Below) or following statement:"Miami-Dade County Product Control Approved". or wo EAGLEI� FLORInr A t MALIBU CONCRETE ROOF TILE LABEL,SUAITERVILLE.PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11-0321.01 MI 8 co TY Expiration Date:10/05/16 Approval Date: 05/12/11 Page 6 of 7 I 6. Bui mD m PERMIT REQummNn: 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 building code in order to properly evaluate the installation of this system. PROFILE DRAWING MM J:A16 MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11-0321.01 Expiration Date:MOM Approval Date: 05/12/11 Page 7 of 7 , s KIAMOAM f . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/sera 3M Company 3M Center Building 0220405-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 PERA-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. PERA reserves the right to revoke this acceptance,if it is determin - oduct Control Section that this product or material fails to meet the requirem the applicable building code. This product is approved as d bed herein,and has been designed to comply ' the Florida Building Code including he Hi Veloc' urricane Zone of the Florida Building Code. g High � DESCRIPTION:3 2-Component Foam Roof Tile Adhesive LABELING: unit shall bear a t 1 the manufacturer's name or logo,city,state and following statement:"Miami- od 1 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 mamuf icture 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 renews and revises NOA#11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:12-0228.18 Expiration Date:05/10/17 a OVED Approval Date:05/10/12 Page 1 of 7 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 Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,does 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 tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Proipert-v Test Results Density ASTM D 1622 1.61bsJft.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 LbsJFe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.071/o Volume Change @-40°F.,2 weeks +6.0%Volume Change @I 580F., I00%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.:12-0228.18 Expiration Date:05/10/17 ha hoaROVED1 rrY Approval Date:05/10/12 Page 2 of 7 i 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. EVIDENCE SUBMITTED: Test Agency Test Identifier Test NameMenort 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[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 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 LmTATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 roof file adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof file adhesive with their file assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F — W 2 F'= MS NOA No.:12-0228.18 MlAMFCUIDE O UM7'1f Expiration Date:05/10/17 APPROYED Approval Date:05/10/12 Page 3 of 7 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 uplift resistance values with the use of 3Mrm 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 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance 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 The a timer shall be set to deliver 0.0175 to 0.15 pounds tile as determined at calibration. No (B) dispense po Per other settings shall be approved. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPackO 30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. & Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. Po i� 9. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the Placement Details'herein. Each generic file profile requires the specific placement noted herein. Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profle Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grams) paddy Min.(grams) Flat,Low,High Profiles #1 35 N/A Ifigh Profile 2 Piece Barrel #1 17/side on cap and 34/ an N/A Flat,Low,ffigh Profiles #2 24 N/A Flat,Low,Mi Profiles t #3 8 NOA No.:1M28.18 raa�ruac�►oecounnr Expiration Date:05/10/17 APPROVED Approval Date:05/10/12 Page 4 of 7 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY rAftoopba ft*RMNMM) Nd9awgbomftaaamd 10 == __ 10 2 EMCOM o Fad EMCOM Famb We** EM a* Eared ae KnpeftftWa DoOdO 4bLupftmw99pkW NORMOTIN 1)Pb=ffA*aMWMtDeftWffbn 46mbref& $PnWM[Q"*dVMftP8n1b d"Pfth"MM 2jT = qftd=%P1=aM=ML 112hL Tb1Wn = tae. ThMhMftML a 10 hf IL EwQ= no Em Chm EMOMMO*. Fash fKWp::;::PV=4 up MM I 0MMGMML Akftmodemm pan9laa.ftnomamlol 00Md panaodeaerMsete flobdemum edpd1h Endo= 1%800* Fabm*b do* NOA No.:12-0228.18 Expiration Date:05/10/17 Approval Date.05/10/12 Page 5 of 7 � 1 1 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY I Nap ff"h Oub Paddy(B ihTpe) Nap throw pwft mum umwdrpffd unbbymmd o� 1 1 7 2 Im ==_- 0 e EmCmm Emc � wd E EmCkwn Em Cam fts* NOA No.:12-0228.18 Expiration Date.05/10/17 hu�►Mi�� Approval Date:05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nd On*plastic anent ply w evonh ply mand %VIe paddy undertb Underwimd tib*paddy betrnen Me ((enderft) WE xpM*OM -In. T T ===== hn x 31n too x 3 bu . `-_+-- 41n. . z In paddyon 21n. 4 I snob pN*00 mxw r Fasc{a Ear GNM on top of the weloob mo of�tile Lx7b6n E Emdoeme Fie oomy <hiPeo� w enuo 020 anent NO pa* under Ole filingle pa* between We e in.X31n. 41h ==_ Single p* aille e -- PR* Ea Cbm on top of toe 2In.x7 bi.nedkxn EMCOM F86�pa*am a* END OF THIS ACCEPTANCE NOA No.:12-0228.18 Expiration Date:05/10/17 }APPR;�D Approval Date:05/10/12 Page 7 of 7 f MIAMI-DARE COUNTY ` PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Sfiwt 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.gcw/pera Owens Corning One Owens CorningParkway Toledo,OH 43659 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 PERA-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. PERA 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 applicab g- - — ---.__ This product is approved as herein,and has been designed to`' ply with the Florida Building Code including the High Ve lty Hurricane Zone of the Florida Building Code. DESCRIPTIO :Weatherlock®Specialty��Tile&Metal Underlayment LABELING: ch unit shall bear a p anent label with the manufa name or logo,city,state and following statement: "Mi oduct Control Approved",unl erwise 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 renews NOA#09-0908.06 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. hnartt nine countn NOA No.: 12-0309.03 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description WeatherlocV 36"x 33.3'rolls TAS 103 SBS self-adhering asphalt sheet material with a Specialty Tile& 36"x 66.7'rolls white or green glass re-enforced polyester Metal Underlayment surfacing fabric;for use as an underlayment in sloped roof assemblies. 1VMANUFACTURIGN LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 08/08/07 Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 05/01/08 NEI-076-02-01 TAS 103/ASTM D4798 02/14/11 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated,new construction Deck Description: i5/32"or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered Base Sheet: One or more plies of ASTM D 266 Type H or ASTM D 2626 with a minimum 4"side 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 Weatherlocko Specialty Tile&Metal Underlayment with a minimum 4" side lap and 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with Weatherlocke Specialty Tile&Metal Underlayment is acceptable. Surfacing: Approved for Adhered Roof Tile,Mechanically Fastened Roof Tile,Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. NOA No.: 12-0309.03 MIAMF�4DE COUNTY Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Weatherlocko Specialty Tile & Metal underlayment shall be installed in strict compliance with applicable Building Code. 3. Weatherlock®Specialty Tile&Metal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. WeatherlocV Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a recover,but may be applied over roofing Base/Anchor sheet underlayment. 5. WeatherlocV Specialty Tile&Metal underlayment shall not be left exposed.as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for Weatherlocko Specialty Tile&Metal underlayment shall be 6:12 when tiles are loaded directly to the WeatherlocO Specialty Tile & Metal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. WeatherlocV Specialty Tile & Metal underlayment may be used with any approved roof covering Notice of Acceptance listing WeatherlocV Specialty Tile&Metal underlayment as a component part of an assembly in the Notice of Acceptance. If WeatherlocO Specialty Tile&Metal underlayment is not listed,a request may be made to the Authority Having Jurisdiction(AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. For ridge applications,center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or'drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Weatherlock®Specialty Tile&Metal underlayment shall be applied over the underlayment. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMFDADE COUNT1f ...• END OF THIS ACCEPTANCE Mu►Mfin�courmr NOA No.: 12-0309.03 • Expiration Date: 07131/17 Approval Date: 07105/12 Page 3 of 3