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RF-16-1960 i �� `Awe■ � ��� �� Job Address 9cick M Complete the re-nailing affidavit and provide two copiessigned and otarized. Post in the permit package at first inspection Re-Nailing.Affidavit >C am n Florida Professional Engineer, RegisXS6 Architect, Licensed Gen ral Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under8. I hereby certify that the existing or supplemental fasteners have satisfied the requirement of table 201.1 (8d rqunftod ring shank cry 6"o.c. max.) zr ertifier's Signature Date t Print Certifier's Name Sv r ubscribed before me this qday of 20 ersonall knov o me or or produced ID Notary Public state of Florida Seal Yvette Borromeo my commission FF 974520 N ary Public, to of Flori a(signature *of Fue Expires 03/23/2020 Complete Secondary Water Barrier affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Secondary Water Barrier Affidavit I ain a Florida Professional Engineer, Registered Architect, Licensed General Contractor, Building Contractor, - Residential Contractor, Roofing Contractor or Person certified in the structural discipline under FS468. 1 hereby certify that the secondary water barrier has been installed and inspected by the personally it complies with all requirements of FBC 2004 and the Hurricane Mitigation requirements. Certifier's Signature Date Print Certifier's Name Sworn to and subscribed before me this day of 20 Personally known to me or or produced ID Seal Notary Public, State of Florida(signature) ` A edera Phone 954-784-2941 800-848-1919 &TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.com Dated: Thursday, September 08, 2016 Order Number 16-PBR-353 Paul Bange Roofing, Inc. 7000 S.W. 21st Place Davie, FL 33317 RE: TAS-106 Tile Uplift Test Proposed Roof: Corona Residence Permit#: RF-7-16-1960 499 NE 102nd Street Miami Shores, FL 33138 In accordance with your authorization, Federal Engineering & Testing, Inc. has pert rmed Tile Uplift Testing in compliance with Testing Application Standards TAS-106 and the Florida Building Code F igh Velocity Hurricane Zone on September 6, 2016 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of Double Roll Concrete Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 50 uplift tests on the roof tiles. All tests were iperformed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS-106 using an Int elrcomp Scale Model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Results 1 -9 Corner See Attached Diagram 35±5 Pounds Passed 10-31 Perimeter See Attached Diagram 35±5 Pounds Passed 32-42 Field See Attached Diagram 35±5 Pounds Passed 43-50 Hip/Ride I See Attached Diagram 35±5 Pounds Passed All test results were found to be in compliance with TAS-106 and the Florida Building Code The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition ofttinuously roof system at the time of the test. These results are time and sample dependent since roof conditions are changing due to exposure to the elements. Federal Engineering & Testing, Inc. is an independent third party providing un-biased testing information and results and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, con iclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forty and to doing so again in the near future. Sincerely, lleeZktl� �s' Keith LeBlanc, P.E. Federal Engineering&Testing, Inc. Florida Reg. No.59394 Certificate of Authorization#5471 Miami-Dade County Certification#16-0203.07 MIAMFO Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation a V N " -r i 1 F8 I y -- - - - ---I r 'LI 1 f a=0.1 (w)= 0.1(40')=4.0- a=0.4(h)= 0.4(15')=6.0' Perimeter Dimensions= 4.0' Corner Area: 144 S.F. = 9 tests Perimeter Area: 528 S.F. = 22 tests Field Area: 1528 S.F. = 11 tests Ridge Caps: 149 = 8 tests Total Tests Performed: = 50 *All dimensions are approximate* Test Location Sketch Federal Engineering & Testing Inc. 250 SW 13th AVE Pompano Beac FL 33069 (954) 784-2941 Client: Paul Bange Roofing, Inc. Project: Proposed Roof: Corona Residence Test: TAS-106 Tile Uplift Test Project Address: 499 NE 102nd Street (Test location sketch is not to scale) Miami Shores, FL 33138 g a� R Miami Shores Village rM Pet 3ltt Q U'' 10050 N.E.2nd Avenue NE ;T1 � �Flat Miami Shores,FL 3313&0000 , Phone: (305)795-2204 �.0 Isaieba � "` Expiration: 1/21/2017 Project Address Parcel Number Applicant 499 NE 102 Street 1132060170850 HENRY&JEAN CORONA Miami Shores, FL 33138-2452 Block: Lot: Owner Information Address Phone Cell HENRY&JEAN CORONA 499 NE 102 Street MIAMI SHORES FL 33138- 499 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 21,844.00 PAUL BANGE ROOFING, INC. (954)981-7663 Valuation: _. ....._ . Total Sq Feet: 2748 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF TILE 21.72 FLAT 5.76 SQ COL Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF Invoice# RF-7-16-60590 $13.20 07/25/2016 Check#:3014 $806.20 $50.00 DBPR Fee $4.50 DCA Fee $4.50 07/14/2016 Check#:2957 $50.00 $0.00 Education Surcharge $4.40 Bond#:3161 Permit Fee-New Roof $300.00 Scanning Fee $12.00 Technology Fee $17.60 Total: $856.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in complia ce with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the prope authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in comp)ante with all applicable laws regulating construction an zoning. F ermore,I authorizf the above-named contractor to do the work stated. i July 25, 2016 Authorized ignature:Ow er Applicant / Contractor / Agent Date Building Department Copy July 25,2016 1 P oamo Shores V'Mage ! v_ Bufldng Department JUL 14 2010 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 LL FBC � BUILDING fluster Permit Nope PER IT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC P(/ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �1 s �� ,'� CONTRACTOR DRAWINGS /] JOB ADDRESS: /" �b """ � City: �/Miami Shores County: Miami Dade Zip:3 3 O Folio/Parcel#:-// '.3,Q0G -u1-7-Q 8 50 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: � OWNER:Name(Fee SimpleJ p Titleholder): e A 0 0_D I tuo t,.- Phone#:A Q 15 A49 2 Address:, /v 0 a City:- ((FrVrt i State: /n' " Zip: Tenant/Lessee Name: Phone#: Email:CONTRACTOR:Company Name: P—NL- I� c-cA_V�Izt Phone#9 59 q 9/ 7�'6 3 Address:~ oo St,,) / L City: State: L.. Zip: -] Qualifier Name: n Phonehadff LAb3 State Certification or Registration#: C(D L U: 36 g) Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ cy`P L1 Square/Linear Footage of Work: Type of Work: ❑ Addition eAlteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of c®1®r thru tile: 4466 6 col levf1+nl n1�TC Submittal Fee$ Id Permit Fee$ —3�--�� CCF$ CO/CC$ 0 Scanning Fee$ 12 Cil Radon Fee$ DBPR$ �Y`t✓® Notary$k4ci _0� Technology Fee$ L� - Training/Education Fee$ Double Fee$ 0 Structural Reviews$ Bond$ ® - 03 TOTAL FEE NOW DUE ��� ' / O (Rev1sed02/24/2014) 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 inspection will not be approved and a reinspection fee will be charged. Signa re 0CSignature OWNER or AGE If `--'' CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument as acknowledged before me this ` day of 20 J by day of by o is personally known to r a nown o me or who has produced� � �r as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: --] or^qe Notary Public State of Floridan°eek NLeB State of Florida Seal: :° `^ Yvette Borromeo Seal: �' Ymeo My Commission FF 974520 '� Mon FF 974520w,* Expires 03/23!2020 �'ar n°� E2020 1 de sk Ar ge:k�k���k APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r MV, iamo DGhoreS Village fl0f! 11011 H upfldhg D avfta &-- ova 10050 N.E.2nd Avenue ��10 Miami Shores, Florida 33138 Tele (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE= BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: . - 1 - 1 L+- 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name:. eec&= ) rn a'®r)U� Property Address: L J QI�J' I [�� n (- .r c� -e- Roofing Permit Number: Dear Building Official: I cAQ UY) r..) �' Com—certify that I am not required to retrofit the roof to wall connections of my building because: /A The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions Pignat f the South F rida Building Code(1994 SFBC) /Lw 4Pt)rir-4)04 a -z- armed, lirint Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he she is the owner for the abov property mentioned. Sworn to and subscribed before me this day 2C)) 6 b malary Public State of Florida Notary Public,Sate of Florida at Larg Yvette Borronneo pr. �y commission FF 974520 �F Ireo 03123/2020 When the just valuation of the structure for purpose of ad valorem a is equal to or more than$300,000.00,and the bi r 1 SFBC.Then you must provide a building application from a General Contractor for the Roof to wall connection Hurricane Mitigation. Revised on 512112009 'roperty Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summary A P� OFFICE RF E PRQPERT PRAISER Summary Report Generated On:6/22/2016 Property Information Folio: 11-3206-017-0850 - 932 Property Address: 499 NE 102 ST Miami Shores,FL 33138-2452 Owner HENRY CORONA E ' JEAN CORONA Mailing Address 499 NE 102 ST MIAMI SHORES,FL 33138 USA e ,• Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,217 Sq.Ft Living Area 1,684 Sq.Ft Adjusted Area 1,935 Sq.Ft Taxable Value Information Lot Size 9,350.88 Sq.Ft 2016 2015 2014 Year Built 1951 County Exemption Value $0 $0 $0 Assessment Information Taxable Value $385,749 $371,324 $339,987 Year 2016 2015 2014 School Board Land Value $233,446 $224,380 $196,427 Exemption Value $0 $0 $0 Building Value $134,676 $134,676 $131,193 Taxable Value $385,749 $371,324 $339,987 XF Value $17,627 $12,268 $12,367 City Market Value $385,749 $371,324 $339,987 Exemption Value $0 $0 $0 Assessed Value $385,749 $371,324 $339,987 Taxable Value $385,749 $371,324 $339,987 Regional Benefits Information Exemption Value $0 $0 $0 Benefit Type 2016 2015 2014 Taxable Value $385,749 $371,324 $339,987 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Sales Information Short Legal Description Previous Price Book- Previous Qualification Description 6 53 42 PB 15-14 Corrective,tax or QCD;min MIAMI SHORES SEC 4 AMD PLAT 03/22/2013 $0 28646-4306 consideration E1/2 OF LOT 23&ALL LOT 24 03/22/2013 $350,000 28571-1526 Qual by exam of deed BLK 92 11/01/2004 $441,500 22843-2053 Sales which are qualified LOT SIZE 77.280 X 121 05/01/1987 $117,000 13294-3426 Sales'',which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and UserAgreement at http://www.miamidade.govfnfo/disclaimer.asp Version: 1 of 1 6/22/2016 1:52 PM DAVIE:954-792-ROOF(7663) load 13ame, STATE CERT.CC C033691 N.BROW:954-566-ROOF(7663) LICENSED AND INSURED S.BROW:954-981-ROOF(7663) 7000 S.W.21 ST PLACE DADE:305-981-ROOF(7663) DAVIE,FLORIDA 33317 FAX:954964-ROOF(7663) • Member of 1-877-981-ROOF(7663) rOD�dY Better Business Bureau PROPOSAL SUBMITTED TO DATE PHONE NAME JOB NAME �e t!3 `Ors? STREET �OoZ S-1ree� STREET CITY STATE ZIP CITY STATE ZIP vel ��,' Shores 7=t 3�13s EMAIL We hereby submit specification and estimate for PREP WORK SPANGLES Remove existing root to a clean workable surface and ® Install bases eat. dispose of debris. ® Installeave drip metal. ® Replace rotten sheathing at$ 4/-1f per foot. LJ Install a lass fungus resistant shingles. (Plywood replaced by square ft.) ieo'j�cjjpe9 ❑ Mfg. Color • Install new lead flashing to all plumbing vent stacks. ® Install new 26 gauge 16"galvanized metal to all METAL valleys and tie-ins. ❑ Install der layment. Exposed id Not Exposed 7Z_7L)J Install# fire barrier. Type of roof to be removed( I /e /13 U/Z I• ❑ Install eave drip metal. FLAT ROOF/ LOW SLOPE ❑ Install metal roof. ® Install# -7-Ir base sheet as per code. Install 11 plys of ply IV figerglass felt. TILE ®-Install .3 X 3 in.eave drip metal. ❑ Install# 3® base sheet. ® Install mineral surtace � a� �S•s cap sheet. LI Install 3 fI X 3 et In.eave drip metal. LI Install --f L4 tile underla ment. Install tappered insulation:Yes No y *Please Initial ❑ Install tile set in ��M „��s�✓� y ® Repairs /frig- t'hGI jeS ' )��rw, �q a.a5Ce5 1. .L ]&"j teems 1, ,0-J,,k a k g�dGKS/I R,,J.-.4 Cj PC,1to7�+ap .11 sL,k, p��yea S �n .✓YIIn.if 4-n�� ioC'f4�( fa' -h g sp C4,J :tr 't la`I' /nn"1' S fS•fP, r,n 1/s 'Q0 nit fas..- twc � p�h cn"P" dr,'oe_uy QJ AC un/Ts j a/atec� C`inj,'n� -G e '/i-/ lade r S"Ie L-L 0,0,4 We herby ppropose to furnish labor and materials gcomplete In accordance with the above specifications for the sum of •� r Y ,a Sa ys d rt t r q / I { Payment t0 he made as toll CSIL�dIP_ /� ®�'� is to C121h�.lQfP�9 tL�CfJd' METHOD OF PAYMENT: Yu r e>7 o r •tics.Pls+s hrc�s '}e pcy YY/es�e res , WARRENW TO ORIGINAL OWNER:Paul Bange Roofing Inc.warrents Workmanship for a period of years. CUSTOMER IS URGED TO COVER RIRNITURE AND OTHERWISE PROTECT THEIR PROPERTY THIS CONTRACT IS SU TO 11 1 ICE APPR AL Authored Sign C i� Roofing SpIlfalist I ACCEPTANCE OF PROPOSAL ACCEPTED Signature PdM pate 3 / M _ t IR■!■■!!Ir! IIA!#!.# _ i 's' i ■#■i1■■!■! r ■■ii■ i t■liiii ! ■!■■ # #t ! ilE■ I# !■■i #kRl o= ff!#■■#! ■i■ !■!■■■!i■!>fl� i i ! Cln K I! # ! lso at 5 am a __ _ ! !# ■■! ■ so ! 11�i� �A ■■w #! !�! ii !■ # 109 at it'sCl —us:i■ i■ ■ ■ i�ir.■ v Iib �.■ In!■ ��I INK Is I'i ;; ■if t! ! t s� I I asm ■ !�■ i !# ! mu on IIEi�i ii ■M � �! � �M!■■ �1■ ! M■ilk !i■ !! i ■ ■ # ! at {�j; �■■� # �Y l ISOs �l�I�: � � SCC■�■ C '�C�■� C ate_ e.r.�,� • �;�...�f i�.!-,.M�lINli r�l>F_iE�>•k[/-� ...__�_ta.:�..� �...�R_,..,�n.-�-.-rt ,. r Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form Roof-System Manufacturer: Notice of Acceptance Number:, Min'llmuin Design Wind Pressure "if (From�&'i2y or Calcuiations): P1- 11 l P2: P3: Maximum Design Pressure prom the N®A Specific System) Method of tile attachment:,$, ��1 A- StOOD S10011d -O S st ® sc i io Deck Type: ` J cl)Q pe UndeHayment:[DA hoof Slope: J �� nsulation: Pira D r or. Ridge Ventilation? astenerType&Spacing: ( Nil l .— I �v A dheslve Type 01 4 i n ®Cap heat: - oof Covering: Mean Roof Height; Type&Sire Orlp Edge: j Florida Building Code Sth Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Sep ion E (Tile Calculntl®nsl For Moment based dle systems,choose either Method 1 or 2.Compared the values for Mrwlth the valises from M*if the Mt values are greater thea or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. Method 1"Moment Based Tile Calculations Per RAS 127" W +I xxongdil jcicA Mgt + '` =iy�r t ifvSClCt NOAiwt gStS (Ps:-LA VL_I q I k io3°-Mg; '+G'- =b &4_k NOA D*N(;7 S (�'at'►UG+1 x� °$� �� ?-Mg: _�'h1r33 - 3 NOA Mt�I�.� Method 2"Silmplifled Tile Calculation Per Table Below" Required Moment of Resistance O i)From Table Below NOA K Mr Required Moment Resistance* aao Bio o e a IV 2W Zai 30' 40'. 2 1 12 34A365 422 3.12 12.2 A .0 . 2 30 1 A 12 WA 30.1 34A . 32.4 :12 24 26A *Must be used in conjunction with a list of moment based tie systems endorsed by the Broward County Board of Rules and Appeals. For Uplift.based tile,systems use Method 3.Compared the values for F'with the values for F,,if the F'values are greater than or equal to the Fr values,for each area-of the roof,then the the attachment mththod its acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" w:=..___)--W: xeos8:_._ - Frit NOAF (Pz: x1: Tom' x wt acos0. Fr;e NOA F1 NOA F' Where to Obtain Information Description Symbol Where to find gnPamm for or RAS 127 Table of as atlalyaispnpatodW NGNdonASCE 7 Mft*RODfJiO1jAt H Job Site Roof glop $ ob Site AcrodynanNIAWRIer 2. NOA R omwt due to Cita M OA entRoaiatanco M OA .1. M: Calcaila Mlntmum AftamuMtllealet O R oa F. Cdcalated Aveaa eTtle a NOA TfleDi 1= w=v kt& Allcakulaflonamust m totbeBail Offiddatthe o llcatfou. 'MIAMI- ) 0 A "Delivering Excellence Every Day" ---- MIAMI-DADE COUNTY ------ REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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 form. The owner's initials in the designated space indicates that the item has been explained. 1. 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 as partf the agreement between the owner and the contractor. ME2. 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 MBuildin Code. (The roof deck is usually concealed prior to removing the existing roof system). 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 s ould notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vieed 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 W g this appearance. Ponding water: The current roof system and/or deck of the building may not drain well and may r 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 roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ove aded 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 Vinte ' equirements of Chapter 15 and 16 herein and the Florida Building Code,Plumbing. .Ventilation: Most roof structures should have some ability to vent natural airflow through the f the structural assembly (the building itse e existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signa Date: Contractor's Signature: / Permit Number: Property Address: C/'C f)� i- € MIAMI-DADS COUNTY MIAMVI PRODUCT CONTROL SECTION 9 r. 1a11$05 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) i3tifw.miamidadesov/economy Entegra Roof Tile,LLC 1289 NE 9"Ave Okeechobee,FL.34972 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 Miamii-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: Estate"S"Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other putposes 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. k This NOA renews NOA No. 141120.08 and consists of pages I through 6. ! The submitted documentation was reviewed by Gaspar J Rodriguez. iY_ i - NOA No.16-0112.08 MIAM1MDECouNTY Expiration Date: 08/23/21 Approval Date:02/25/16 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Entegra Estate"S"Concrete Roof Tile,as manufactured by Entegra Roof Tile, LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in the locations where the pressure requirements,as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Dimensions Test Product Applicant Specifications Description Entegra Estate'S'Roof Length= 16-1/2" TAS 112 Low profile, interlocking,extruded Tile Width= 13" Type lb concrete roof tile equipped with two nail Class 111 hole and double roll ribs. For direct deck or battened nail-on,mortar or adhesive sct 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. 2.1 MANUFACTURING LOCATION 1. Okeechobee,FL t i NOA No.16-0112.08 MIAMI-DADEeouNTY Expiration Date: 08/23/21 Approval Date:02/25/16 Page 2 of 6 2.2 EVIDENCE SUBMITTED: Test Annex Test Identifier Test Name/Report Date Redland Technologies 7161-03 PA 102 Dec. 1991 7161-03 PA 102(A) Dec. 1991 7161-03 PA 108 Dec. 1991 P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails P0631-01 PA 108 July 1994 Letter Dated Aug. 1, PA 108 Aug. 1994 1994 Professional Service Industries,Inc. 224-47099 PA 112 Sept. 1994 The Center for Applied 94-060B PA 101 March, 1994 Engineering,Inc. 94-084 PA 101 May 1994 25-7094-1 PA 102 Oct. 1994 25-7094-7 PA 102 Oct. 1994 25-7094-4 PA 102 Oct. 1994 Project No.307025 PA 100 Oct. 1994 Test#MDC-76 / 25-7183-1 PA 102 Feb. 1995 25-7183-2 PA 102 Feb. 1995 25-7214-2 PA 102 March, 1995 25-7214-6 PA 102 March, 1995 Celotex Corporation Testing Services 528454-2-1 PA 101 Sep. 1998 520109-2 Dec. 1998 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants,Inc. 2381-264 TAS 112 01/08/08 American Test Lab of South Florida RT1210.03-15 TAS 112 12/17/15 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 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 Mianli-Dade Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be it compliance with applicable building code. i 'i NOA No.16-0112.08 MIAMMADECOUNW Expiration Date: 08/23/21 9t Approval Date:02J25/16 Page 3 of 6 4. INSTALLATION 4.1 Entegra Estate"S"Concrete Roof Tile and its components shall be installed in strict Compliance with Miami Dade County Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W)and Dimensions (I x w) Tile Profile Weight-W(Ibf) Length-1 (ft) Width-w(ft) Entegra Estate 'S' Roof Tile 10.0 1.375 1.08 Table 2: Aerodynamic Multipliers -2,(ft3) Tile 1(ft3) 2,(ft3) Profile Batten Application Direct Deck Application Entegra Estate'S' Roof Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity-Ma(ft-Ibf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Entegra Estate Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 'S' Roof Tile Deck Deck Deck Deck Deck 5.91 6.74 1 5.82 6.64 1 5.70 6.50 1 5.56 6.33 1 5.40 6.14 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Entegra 2-10d Ring Shank Nails 27.8 37.4 28.8 Estate'S' 1-10d Smooth or Screw 8.8 11.8 4.1 Roof Tile Shank Nair 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw2 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 Clipy 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Cli 2 2-10d 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 CII 2-10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4"tile headlap and fasteners are located a min.of 2'/2"from head of tile. 2 When using only one fastener use the hole that is approximately 4-3/4"away from Interlocki edge. i I NOA No.16-0112.08 MIAMI-DARECOUNTY , � );�piratlon Date: 08/23/21 Approval Date:02/25/16 Page 4 of 6 ' Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Resistance Profile Entegra Estate'S' Roof Tile Adhesive 26.14 3 See manufactures component approval for installation requirements. 4 Flexible Products Company TIIeBond Average weight per patty 11.4 grams. 3M'°2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Entegra Estate 'S' Roof 3M'" 2-Component Foam Roof Tile Adhesive AH-160 86.615 Tile 3M'" 2-Component Foam Roof Tile Adhesive AH-160 45.56 5 Large paddy placement of 54 grams of 3M'"2-Component Foam Roof Tile Adhesive AH-160 G Medium paddy placement of 24 grams of 3M"'2-Component Foam Roof Tile Adhesive AH-1 0. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Entegra Estate 'S' Mortar Set 20.60 Roof Tile i 5. LABELING i All tilts 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". t OR ESTATE"S"TILE LABEL(LOCATED ON UNDERSIDE OF TILE) i NOA No.16-0112.08 M1AMWADE COUNTY Expiration Date: 08/23/21 Approval Date:02/25/16 Page 5 of 6 G. 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 building code in order to properly evaluate the installation of this system. PROFILE DRAWING Nail Holes lb 16, 1 i f I ENTEGRA ESTATE"S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.16-0112.08 E Mtarn•naoEcouNTY Expiration Date: 08/23/21 Approval Date:02/25/16 Page 6 of 6 MIAMt now MIAMi-DADS COUNTY PRODUCT CONTROL SECTION DEPARYMEN'T OF PERMITTING,ENWRON,NiENT,AND REGIiLATORY AFFAIRS(PERA) 11805 SW 26 Slrcel,Room 208 BOARD AND CODE ADMINISTRATION DINIIS101N Miami,Florida 33175-2474 T(786)315-2590 F(7.86)315-2599 NOTICE OF ACCEPTANCE(NOA) w%mmilamidade.eoylyera 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 PERA-Product Control Section to be used in Miami Dade County and other areas cohere allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. Tile Miami-Dade County Product Control Section (In Miami Dade Count),) and/or the AHJ (iii 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 file 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 deterniiiied by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of(lie 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: 3MT"2-Component Foam Roof Tile Adhesive AN-160 LABELING: Each unit shall bear a permanent label with(lie manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or ally 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 NOA4 11-0124.04 and consists of pages 1 through 7. Tile submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMIul WI O8 Apin-oval Date:05/10/12 Page I of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Categovy: Roof the adhesive Materials: Polyurethane SCOPE: This approves 3MT'1 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-I60.Where(lie attaclnnent 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 3M'fm 2-Componen(Foam NIA TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 NIA Dispensing Equipment ProPackO 30 R 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. 9 MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Pronerty Test Results Density ASTM D 1622 1.6 lbs./ft' 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 @i -40°F.,2 weeks +6.0%Volume Change @I58T., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiratto Date:05II0117 MlAM4DAQBCOUNTY Approv I Date:05/I0112 Page 2 of 7 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 Ageicy Test Identifier Test Nance/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA 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 13108 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 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MT"'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. d. Roof Tile manufactures acquiring acceptance for the use of 3MTI"2-Component Foam Roof Tile Adhesive AH- 160 roof the 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 tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F — W 2 F'= MS NOA'I No.: 12-0228.18 Ammummmommm Expiration Date:05/10/17 mAt41•DAi)ECOU Approval Date:05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTI"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 3MT"'2-Component Foam Roof Tile Adhesive AH-160. 2. 3MT11'2-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,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. 3MT11'2-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 3MT"'2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. installation must be by a Factory Trained'Qualifled Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicator to tine authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained bettivicen 1.0-1.15(A): 1.0 (B). The dispense tinier shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MT"'2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MT"' 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 2 to 3 minutes after 3MTm 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MT"'2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Plaeement Details'herein. Each generic the profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grams) paddy Min.(grams) Flat,LoAv,High Profiles #1 35 NIA High Profile(2 Piece Barrel) #1 17/side on cap and 34/pan N/A Flat,Low,High Profiles #2 24 N/A Fiat,Low,High Profiles #3 8 NOA No.: 12-0228.18 Expiration Date:05/10/17 tfIQM!•DADECQUNTY Approval Date:05/10/12 Page 4 of 7 LABELING: All 3MT"l 2-Component Foam Roof Tile Adhesive A14-160 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(leis system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Hall through plastic cement Paddy{&ntathlre) Hail through plastic cement Paddlr{Beneath Tde) UlndaAayment •� Undedayment - in `--- _-_ 7o in. xin EaroCor.e � • Fascia Eatiafnms We 14eaphote Eavecourseodf.. Ewaeourseonip: Eavedosure ErreCfasure Keepadheslveapprox. Keep adhesive approx. Drip edge 9ln.upfromwaaphotas 410 uptromweephotes Hall Odoughplastic cement Paddy(Oeaealh'Na) 1)Place enough adfreslvetoachieve 11to23 Seepot?x{'s for IMdsrtaymenl squarelnafMslneonWctwlththepanUfo teeppitchapp6wdOns Hag UuoughptasUccamenl 2)Turn covers upside doaw.place adhesive 112 In. To I K From outside edge of cover die. thenlastaAtheft o _ Undedayment 101n, 2 In. � •= o Earaco W a. EaaCbsuro _ 01 Eava wetaeI I. �w !{ porbort - sheathing Keepadhesh•eapprox.4ln� Fascia greeaYe fromweepholes wursecoveronda. Abultoaocwutseof epporw pan mm Ensura cava ani of PolnFupplaodat Pon and cunt Ulas are on tangftud nat kA terarino. adgesofbk Eava dosura 4leephole Fascia so r {monarahaun) NOA o.: 12-0228.18 Expit atlm Date:05/10/17 r4larlraaof coulrrr Applova Date:05/10/12 Page 5 of 7 ADHESIVE PLACEMENT NT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy(Beneath IN) Nall through plastic cement Paddy{Beneath Tile) Undedayment 111wedayment ..........- 71n. i '2-1 n. 711. Eave Course � ° Fascia Fastla weephda Eveowtse Eave closure Eave Closure Oflp edge Nall through plastle cement Paddy(Bemath Tile) Underlayment 71n. i Fm Wase Fascia NOA No.: 12-0228.18 Expiration Date:05/10/17 MMMMI-OADECO Approval Date:05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Hall through plastic cement paddy Hall through plastic cement Single paddy under the (between tile) Undedaymeat Single paddy between tile Fami 21n.x7in.medium (tinder tile) size paddy tays poursoonlY Q.-Is Singleddy 3 In undertile 01-1-1 x 3 In x 3 in. Single In. 2 In, Single paddy on 21n. 4 In. under• paddyon layment under. layment Single paddy Fascia Ea e course on top of the Weepbols Single paddy 107fri.inedium favSave dos ure on top of tile size paddy eave % Couerse Depedge Fascia course only Hall through plastic cement Single paddy under tile Single paddy between the In.x3ln. 41n. 1111 Single paddy onundedayment 2 n. Single paddy We Closure on top of tile 2 In.x 7 In.medium fize paddy eave course only Faye Course eke END OF TMS ACCEPTANCE NOA No.: 12-0229.18 MIAMtDAbEcouNTY Expii-atloo Date:05/10/17 Approval Date:05/10/12 Page 7 of 7 � i11IARiT-WADE COUNTY PRODUCT CONTROL SECTION DEPARTIfENT OF PERMITTING,ENVIRONMENT,AND RE,GULATORY 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) "`�`'•'»'A"'i`';'�1�•"°`'e'er» Owens Corning One Owens CorningParlkway Toledo,OH 43659 SCOPE: This NOA is being issued under the applicable titles and regulations governing the use of construction materials.Tine documentation submitted has been reviewed and accepted by Mianii-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas inhere 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 Count),)and/or the AI4J(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 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 Cade. DESCRIPTION: WeatlieilocO Specialty Tile& Metal Underlaynien# LABELING: Each unit shall beat-a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless othentivise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and thele has been no change inn 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 un 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 l through 3. Tine submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0309.03 MtAMI•DADE coUIJTY •,,� Expiration Date: 07/31/17 1�8NEW Approval Date: 07/05/12 Page I 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 WeatherloeV 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 underlaynient in sloped roof assemblies. MANUI'ACTURIGN LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Regort Date Unde►vvriters Laboratories, Inc. R14610 Follow up Service 03/28/02 TRT-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 PRT Construction Materials NEI-045-02-0I ASTM D 4798&ASTM G 155 08/08/07 Technologies, LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 OS/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: 15/32'or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 266 Type II 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 Weatherlock"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 Weatherlock®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 hftAMl•r�AnEcouNn 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 hi compliance with applicable building code. Weatherlock' 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. Weatherlock° 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 underlaytuent. 5. Weatherlock® Specialty Tile &Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maxunum roof pitch for Weatherlock'Specialty Tile&Metal underlayment shall be 6:12 when tiles are loaded directly to the Weatherlock® 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 out battens on roof pitches greater than 6:12". 9. Weatherlock® Specialty Tile & Metal underlayment may be used with any approved roof covering Notice of Acceptance listing Weatherlock°Specialty Tile&Metal underlayment as a component part of an assembly in the Notice of Acceptance. If Weatherlock'Specialty Tile&Metal underlayment is not listed,a request may be made to the Authority Having Jurisdiction (A.HJ) 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 fiom 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: "Miatni-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMFDADE COUNTY END OF THIS ACCEPTANCE MIAMFpADECOUNTY NOA No.: 12-0309.03 Expiration Date: 07/31/17 Approval Date: 07/05112 Page 3 of 3 Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form .$6d-ion C 19AMOnedRoof Fill in Specific R®of Assembly Components Fastener Spacing for AAxichorlilase Sheet : and identify Manpfacturer Attachment (if a component is not used,Identity as`NA') (� `r Field:—8 .,oo Q Lop,#Rowe 3—��'00 System Manuracturera_J a,11_Ice __ ` Pe filoA filo.` t� '(}��}L'� ► � rimeter. "eo O I.ep,#RoWs y {c�,�'oc 'oo Lop,#Rows @ 'o0 Comer.� Design Wind Pressures,From RAs 928 or Calculations: Number of Fasteners Per Insraiatton Pmaxl:!197�pmaa..S2 (O Pmsx3: _ Qoard Max.Design Pressure,From th 8padfloNOA t System:_ `.�� ____�� —__ Field perimeter . .Comer . peck: i�r?[ Illustrate Components Noted and Type: Details as Applicable: Woodblooking, Gutter, Edge Termination, 712- Stripping, Flashing, Continuous Cleat, Cant slope: 1 8 strip, Bass Flashing, Counter- Flashing, Coping,Eto. Anchor/Base Sheet&No.of Pty(s): ~ ' gtdiaate Meats Roof Height, Parapet Height, Height of Base Flashing, Component Material, A,t�ahorlease she t Fastener/ ondln�i MatedW, Material Thickness, Fastener Type, Fastener �L 5 Jin: ��Yn(,n Spacing or Submit Manufacturers Details that Insulation Base We 01A Comply with RAS 9'19 and Chapter 16. Base Insulation Size and Thlckness: �A M1 CYa»t r Base Insulation Fastener/Sonding Material: . I� Top Insulation t aye. t ' 1 a er F1'• ��, ,, jj t �islcc.�.it?n . Top Insulation Size and ThicEmess. x`t Parapet Top insulation F, ste er and ng Pedal: HOW E. f #' 'fib Base sheet(e)&No,of Ply(s)__,�1 _ r FT.. Hese sheet Fastener/Bonding Matedal: Iv Mean Ply Sheet(s).&No.of Ply(s): + Roof I Height PlyShoetFastener ndng ateg��i� Top PI rlLi VUfLt(r�l:' Q Top Ply Fastensrl s dl g to 1: f I surracing;. rCtri 19 f-E� I mi NI1ANJI-[ADL COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 288 DEPAlt'1'i\tixW Olt REGULATORY AND RCONM111C 111:80URCM(REE) Want),Plarlda 3317S-2,17,1 13OAAD AND COAT:ADMINIST)UTIOi\DIVISION T(786)31$-2590 F(786)3152S-99 N•oT. m or(ACCEPTANCE(NoA) t5'lYtv.mla►ni�lnElc.kaYitConam►' CertairtTeed Corporaflon 1400 Union Meeting Rondj P.O.Box 1100 Blue Bell,PA 19422-•0761 This NOA is being issued tinder the applicable rules and regulations governing tine use ofconstrootiotl materials.The dooumonitation submitted has been revlowed find accepted by Mlaiut-Dada County R13R r Product Control Seetlon to be used[n Miami Dado County and other areas�Yliere allowed by tiro Authority Having Jurisdiction(AHJ). This NOA shall not be vaiid after the expiration date stated below.The Miami-Dado County Product Control Section (fn Miami We County) and/or filo AHJ([n meas other than Miaml bade County) teserve the right to have this product or ivaterlat tested for quality assurance purposes.If this product or material falls to porform lit tine accepted manner,the nlanufaottaor will Incur the expense of succi testing and the AHJ stay Immediately rovoko, modl4r, or suspend ilio use of such product or material withhl their jurisdiction. RUR reserves the right to rovoke this acceptance,If it Is dow-triltiod by Miami-Dade County Prodoet Control Section tint this product or material falls to meet the requirements of the applicable building code. 'rills product is approved as described lioroln,and lies boon dosigtled to comply with the Florida Building Code Including the High Velocity Hurricane zone of lite Florida Building Code. DESCRIPTION: CertahnTeed Conventional Built-Up-Roof Systems over Wood Deeks. LABBLING1 Rech unit shall bear a perniatient label with the manufacturoes nano or logo,oity,state and following statement:"Miantl-Dade County Produot Control Approved",tntless othertwlse note([herein. RE NNWAL of this NOA shall be considered after a renowat application has beon filed and thyro has been no change fu the applicable building code negatively affecting the performance of this product. T11M [INgfION of thIsNQA will occur after the oxillration date or If there has been a revision or obaugo In tlio materials,use,and/or manufacture of the product or procoss.Misuse of this NOA as ail ondorsoment of any product,for sales,advertising or atiy other purposes shalt automatically terminate this NOA.Fallure to comply witli any section of tills NOA sinal[be cause for termination and removal ofHOA, ADVARTISI►.l MMI., The NOA number preceded by the words Miami-Dade County, Florida, gild followed by tho expiration date may be displayed in advertising literature. If any !Portion of the NOA is displayed.,then it shall bo(lone In its ondroty. INSPECTION!A copy of this entire NOA shat[be provided to the user by titeinatlufaotnrer or Its distributors and shall be available for inspection at the Job site at the request of the Building Off[elal. '!lits NOA renews and revises Ar4A No.08-0410.07 and ooitsists of!rages 1 through 16. The submitted documentation was reviewed by Jorge L.Aoebo. NOA Noa 13.0204.14 t ,• ►D&CDtNtTY rNplratlonDate= 06119/18 Approval Datot 05130113 Page I of 16 120UYma S7CS'1'n.mAPIPovAL CatogoryL Roofing sub-Cotogo- Bill It-Up Roofing Material', Fiberglass P!' 1cc cTXVej Wood Maxhnum Dosien Pressurot -60 psf Titan NAIVINS Ol,PRODUCTS MANU1<A.CTURLb alt LADE,LE 1)BY APPLICANT.- If mix.I PPLICANT.- Ifmix.I Test I'rottttet rods et !» its o is Staeelficafioz Poserlytiol All Wenthos/Empire 36"x 65'1011; ASTM D 4601 Asphalt coater{,fiberglass reinforced base Base Sheet Rol I wolght:86 tbs. Typo 11 sheat. (2 squares) UL Typo 15 FiintglasO Mineral 36"X 3240'; ASTM D 3909 Asphalt Impregnated and coated Morganto Surfaced Cap Sleet Itoll 1Velght:78 lbs, glass fiber surfaced with minoral granules (I square) used as the top ply lit conventional built-up roof membrattes. Fillitgla0minoral 36"X 32110"- ASTM D 3909 Asphalt Ititprognated and coated inorganlc Surfaced Cap CoolSter Roll Welght:78 lbs, glass fiber surfaced with mineral granules (I square) used as the top ply In convoutlonal bullt=up roof tnembraties. Covered Avith reflective CoolStar Coating. Filntglas®Ply Sheol 36"x 1641711; ASTM D 2178 Fiberglass,asphalt Impregnated ply sheet. Type IV or VI Roll ivolghtt 40155 Type IV or VI lbs. UL Type 01 (5 squares) Flex 1-Alas Base Shcot 36"x 9819"; ASTMD 4601 Sufi Modified,fiberglass tolnforced base Moll welght:90 lbs. Typo 11 shoot. (3 squares) UL Typo 02 Flex-1-alas FR Base 36"x 98191; ASTM D 6163 SBS Modified,fiberglass reinforced base Shoot holt weight:90tbs. Orade S shect, (3 squares) 'type I OlasBnsex','Base 36"x 9819"; ASTM 1)4601 Asphalt coated,fiberglass base sheet, Sheet Roll Nvelght'.691bs. UL Type(32 (3 squares) Black DlaatondTNt 36"x 681711;Roll ASTM la 1970 Self-adhering fiberglass reinforced Bose Sheet Nvelght: 78 lbs, tnodifled blttunon base sheet (2 squares) MOA No.t 13-0204.1+1 ta stn Waco rt Expfratlon Wei 06119118 ► Approval DAM 05130tH rage 2 of 16 APP Row.D INSuLATIoNs 'Pr11tL�� Product Name Product Desorlptlon Mnnufacturer_ (With Current NOA) FlintBoard ISO Polylsooyanurato foam Insulation CottainTeed Corp. ACI=oam41 Polylso0yanurato foram insulation Atlas Roofing Corporation High Donslty brood Fiberboard Mood fiber insulation board Oohoric . vorlit6IHSUI6110ii I'Mite Insulation board Generic II-Shiold Polyiso0y81111rate foam Insulation Hunter Pauols,LLC DonsDcck,DensDeok Now Water resistant gypsum board OwAlft Pottle Gypsum LLC LNROY 3,L+NROY 3 25 PSI Poiylsocyalturate foam insulatlon 3011119 mfinville Corp. Multi-Max-3,Multl-Max12A 3 Polylsocyallurate foam insulation RMax Operating,LLC. APPROV19D TASTENLRS. Tr11 m 3 Itastmor Product Product Manufacturer Number Nnmo Description Dimensions (With Currout NOA) 1. DoMst Fasmeners 1/M& Insulation ftstenor SFS Inteo,Tito. llt$HS 2. Dekfnst GalvAlumo,Stool Galvalume,AZ50 steel plate 2'/s"x 3%" SPS Titteo,Ino. Mex Plato 3. Dekfast Dekflat hound Polypropylene pinto 3"x 3 Ile' SYS mice,Inc, Plastic 1•.OckPlate 4. #l2 Staudardltoofgrlp& ltlsulation fastener for wood OMG,InO. 1111 Roofgilp and steel, 5. Acciffrae Hoxtra Insulation fastener for wood Oma,Tito. and steel 6. 3 In.Ribbed Qalvalume Galvalume,stress Plato. 3"rolutd OMG,NO. f�Iate 7. Aect(rrao Plate Galvaltun0 stress plata: 3"square OMG,Inc. 8, 3 in,Found Metal Plate Gaivaltimo A7,50 steel plate 3"round OMG,1110. 9. Trufast 1112 DPH& Insulation fastcnerfor wood Altonloh,BrInok&Co, Trufast#14 HOI'attCner and steel decks U.S.,Inc. 10. Trufast 3"Metal Galvalulno AZ50 steel Pinto 3"round Altcnloh,Brinek&Co. Ittsulatlon Plate U.S.,Ine, NOA Nei 13-0209.14 MIAM•DPU N Bxphatlon Dato1 0611911$ R Approvnl DAtet 05130/13 Page 3 of 16 EV.IDENcr..SUI3M1TT1;Di :Cost AaoimMontiftor &Anlfl o art PALO Trin{ty[BRD TAS 117(13) 3S03.10,06 10/10/06 TAS 117(E3) 06490.04.07111 06127107 TAS 117(13)/ASTM D6862 C85OOSC.11.07 11/30/07 TAS 114 C8370.08,08 08/19/08 ASTM Physical Properties 010080.09.08-R4 03/25/10 ASTM D4601 C,10050.00.12-1 09/28/12 ASTM 173909 044200,03,13 .03/22113 ASTM D1970 C40050.09.12-2 09/28/12 Montentaln'reohnologies,Inc. ASTMM 1)4601 AX31(38D 09/05/08 ASTM.D 3909/D 4897 AX3108C 09/05/08 Factory Mutual Research Corp. VMRC 4470 J.I.11MA1 AAM 03/.23/96 T+MRC 4454 IT.OD3A3.AM 011/04197 FMRC 4470 J.T.2DOAO,AM 12/23/98 FMRC4470 J,L ID7A4,AM 11/09/98 Underwriters Laboratories,Ino. UI.790 RI 1656 01/11/13 United States Tosting Company ASTM D 5147 97157-4 06103/88 ASTM D$147 97-457.21L 12/02/87 PRI Consit'uctlon Materials ASTM D2178 CTC-122.02-01 03/13/12 Teolmologles LLC ASTM D2178 CTC-123-02.01 03/13/12 ASTM D6163 CTC-066.02.01 08/09111 ASTM D4601 CTC-127-02-01 03/13112 NOA'No.t 13.0204.14 Rxpirniloii Datot 06/19118 NO„ 1•MUM , Approval Datot 05/30/13 Ingo 4 of 16 peel(Tyra 1I: Wood,Insulated Deer(Description: 19/x2"or greater Plywood or wood plank System Type A(2):Anollor shoet mechanically fastelled;nil layers of Insulation adhered Willi approved asphalt. t All General a11d System Limitations apply. Anchor Sheol: All Weatllaffi npho Base Sheet,GlasBaso base sheet ori;liutglas Promhun Ply Shoot mecllatlically attached as detailed beloW. Fastening: Anctlor sheet shall be lapped 4"and fastened with 1 I ga.annular ring shank naps anil approved tin cabs 8"0.0: 11 the lap and three rows staggered Inn tho cooter of the sheet 8'b.e. 0110 out mora layers of any of the followhlg Insulallons. 111811180011 Layer Insulation Ffistolteis Fastener (Tnble3) Densityme L,NRGX 3,Mulfl-Max FA 3,A.Cltoam-II,IIh1tDonril ISU,I1-Slileld M11111111n111A1,thick N/A NIA Approved lPerllte lVlilti1nt1111'/�"thick N/A NIA Approved Higl1 Density Wood Fiberboard Minlnnnit%"thtcic NIA. N/A DelnsDeelc,1)ensbecic Prhno millhutlm 1/"thiel( NIA NIA Note: All Insulation shall be adhered to the anchor sheat h1 f1111 mopping of approved hot asphalt within the It'VT range and at it rate o£20-40 lbs./100 ftp. Please rofor to hoofing Application Standard RAS 111 for insulation attachnlcnl, .111811intloll listed as base layer only snail be used only as baso lnyors with a second layer of approved top layer Insulation installed as the,filial moiubrane substrate. Composite luspInflou panels may be used as a top layer placed with the polylsoeyouurate side facing clown. Base Sheet: (Optional)Install one ply of All NVentho/Bnlipire Base 811eet,l:lex-I-Glas,VII T Oulu FR or GlasBase baso shoot directly over the top layer of Insulation. Adhere with any approved plopping asphalt at an application rale of 20.40 lbs./sq. illy Shoot: 'iNvo or mora piles of Fl(utglas Ply Sheet(T),pe 1V)or Plituglas Premium Ply Sheet(Typo VI)or ASTM D226,Type I sheet adhered 1 tt a full mopping of Approved asphalt at ail application rate of 20.40 lbs./sq. Cap Sheet: (Optional)One ply of Itliptglas Mineral Surfaco cap sheet or 14lttltglas M11101`01Surfaced Cap CoolStar adhered lin a flttl mopping of approved osplhalt at an application rate of 20.40 lbs,/sq, Surfoolllg: (Required if no cup sheet is used)Ally coaling,listed below,usod as a stufaoing, must bo listed within a current ATOA,Install one of the follolvhlg: 1. Oravel or slag applied MOO lb./sq.and 30011),Isq.rospootively lit a flood coat of approved asphalt at 60 lb./sq, 2. A two part coatllg consisting of a base coat of APOC 0300 Asphalt llibored 130ittislon at rate of 3 gal./sq.;surfaced with l gal./sq.APOC11212 F$Dre(t Aluminum Roof Coating. mashutull 17esigtn Pressure: -52.5 psf(See Generat Limitatlon/17) NOA Noa 13-0204.14 tua�t mAnixicovt3nr Expiration pates 06/19118 v Approval Datet 05130/13 Page 6 of 16 Wool}DRCK 8YSTEM LIMITATIONS: 1. A silly sheet Is required wlth ply 4 And Ply 6 when used as a mechanically fosteiied base or 111101101' s11eef. G-t.WRAL LIMITATIONS: 1. Fire classification is not part of tills accopta11ce; .refer to a curretit Approved Roopag Materials Directory for fire ratings of this product. 2. Ipsulaton may be installed In multiple layers. Tile first layer sllait be attached lit compliance with Product Control Approval guldolims, All other layers shall be adhered in n 111111noppitig of approved asphalt api led wlthhi the EVT range and at a rate of 20-40 lbs./sq.,or mdobautcally attached«sing the fastening pattern of the top layer 3. All standard patrol sizes are acceptable for mecll€inicat attaehpiept. When applied In approved asphalt,pallol size shall be 4'x 4'maximum. 4. An overlay anti/or recovery board lusulatlon panel is required oil all applications over closed cell foam insulatiolls whoa the base sheet is fully plopped. If no recovery board Is used the base sheet shall be applied using spot plopping with approved asphalt, 12" diameter circles,24" o.c.;or strip mopped 8"ribbons lit three rows,0116 at each side lap and one down the center of the street allowhtg a continuous area of volltilation. Eilelreling of the strips Is not acceptable. A 6" break shall be placed every 12,ill each ribbon to allow cross voutilalloo. Asphalt applioatiolt of 011he1'systctn shall be 111 a minit»uttt rate of 121bs,(sq. Note.. Spot atfaclled systelus 3111111 be limited to a mexhimm design prossure of-45 psf. 5. Fastener spauing for hisuladoll attaohtimit Is based oil a Mitilinum Characteristic Force(F)vatue of 2751bf.,ag tested.lp complianco with Tosthlg Application Standard TAS 105. WOO fastener value, as fteld•tosted,ata below 275 Ibf,hlsulatton ailaclulletlt shall trot bo acceptable. 6. Fastener spacing for meohatilcal attachmctit of anchor/iiase sheet or membratls attaehmont Is based oil a tlllnlaium fastener resistance value in corqunotion with.the maximum design value listed withln a speolfle system. Should the fastenor r'asistatlee bo less than that required,as dotemiltled by the Building Official,a revised foste»er spacing,prepared,signed and sealed by a Florida registered Professional Engineer,Registered Arohiteot,or Registered Roof Cotlsultant may be submitted. Sold revised fastener spacing shall utillxo the witildrawal rosistatico value(akon fi-oin'rosting Application Standards TAS 105 and calculations In compliance with Roof i%Appliontion Standard RAS 117. 7. Perimeter and corticr areas shall comply with the 0nllanced uplift pressure requiroinonts of these areas. Fastenor densities shall be Inereased for both insulation and base sheet as calculated Irl cotapllanee with Roofing ApOlomlo*n Statldard RAS 117. Calculations prepared,sigued and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant (When tills Itnlitatiotl Is specifically referred within this NOA)Goueral Limitation 09 will not be applicable.) 8. All attaclnuotlt atld sizing of perimeter natters,illeial profile,anti/or flashing ternlitiation(18319113 shall conform to Roofing Appiloation Statldard RAS 111 and applicable whid Ioad requirements. 9. 'Cite maxinnlm designed pressure lipillatton listed shall be applicable to all roof pressure zones(Lo, field,poilmeters,aiid corners),Neither rational analysis,1101.extrapolation shall be periiiitted for oplianced fastelling at enhanced pressure zones(i.e.perimeters,extended cornet's and corners). (When tills limitation Is specifically referred withht this NOA,General Limitation 117 will trot be applicable.) 10. All products listed herein shall have a quality assnratim audit In accordance with filo Florida Bulldhig Code and Rule 91q-3 ofthe Florida Administrative Code. EN)) OF TMS ACCEPTANCE NOA.Noa 13-0204.14 Cfm44o ou�1T1r rNpiratloll Wet 06119/18 Approval MI01 05/30/13 Pop 16 of 16 fiber orwood fiber,any thickness. 13aso Shoot:Typo 02"Olasbase"baso shoot. Ply Sheets.,'Ayo to throe layers of Typo 01"Fllntolas"Ply sheet or Type 0 2"Olnsbase"baso$fleet. Surfaohtgt Gravel or slag. 7. Deekt 0-10132 inelltie:3 Vapor Rotardor(optlonal)t'lypo 02"0lasbase"or UL Classified vapor retarder. Insulation(Optional):One or more layers or combination of the following,Polyisooya:lurate,perllte,glass fiber or wood fiber,any thfoknoss. Menlbrci+tot Three or four layers of't po G1"Fllntglas"ply sheat. Sttrfaolnot©ravel or stag. tl. fleck:0-16132 lnoltnot 1 Vapor Retarder(Optional):'lylle 02 uftsbaso"or Ill.Classifted vapor retarder, Insldatloll(Optional);One or more Inyors or combination of the follovilnoc Polyfsooyanurate,porlito,glass f1berorwo91l11ber. Case Shoot;One layorTypo 02"Glasbase Base Shoot" Ply Shooto;fiYo layers'1'ypo 01 11141htlglas Ply$float". Cap Shoot:ane layer Typo 03"Fitntolas Gar Stieofl. 9. Dookr NO 1110111601112 insulation(Optional):one or more layers or combinallon of the following:Johns Manville 111-NI10Y 3". polylsoayanurate,potille,glass fiberor Lvood fiber,ally Ihloktless, Rase Shoot:'firm layers Type 02"Olasbase Rose Sliest"or two layers Type 01"rllntolas Ply Shaer'. Sutfaoing;Type(33"Flintolas Cap Shoot". ftf. Dookt 0-1810" 111011no:112 "All Joints bloolted. Insulatlon(Optional):Ona or more layers pol)isocyanurate,2 in.min,wood fiber,1 In,thin,perlite,311 In, m1n,glass fiber,16110 in,Pilo. i3aso Shutt Tiro layers Type 02%lasbaso Base Sheol"or lyra layers'ryps 01"Flintotas Ply Shoot,. Sutfaohtg:Typo 03"I-lintglas Oap Shoot", 11. book: 0-10132 tholltle: 3 Insulatlon(Orllvnal)1 Apy thlcknese,ono or more layers or comblttatl0tls(opllo11ai of"Ely 711en11 AP", "fly Therm TAPfiRI~D","Hy•Therm t2dMl OSfTI;","Ceto�tttonll""1iY't'so(Snerflyl.Ott}",°Tfil•$fat",t'taod fiber orglass fiber,mechanically fastened or hat mopped. Bwteo f tool: Type 16 asphalt organle felt,or"Olassbaso liase Slleol",nallod or hot plopped. ply Shoots: Min three plies Type 16 perforated asphalt organte foil,"Fllntplas Typo VI Premium Ply Sheet", 111111 )0)0 IV Ply$floor 0 hot mopped. Surtaoing: Gravel or slag. 1?.. Aeokt NO 111011119: 2 Itisttlallou(Ot,tlonal}: Any thickness,oleo or glare Itysrs or oomllblallotis(optlonai)of"Ny Therm AP", "!ty-ftiornl'1A##�'1;RRlY',"HyTfierm COMP09lTE"."Colo Thernl","f tY Too(�itorgY•lplt}",1'ro0d#ibex or Cities Tibor,mechanically fastened or hot plopped, Baso Shoot: Typo 132.."Glassbaso Base Sileot",Typo 01"Flfntolas'lype,VI Premlttttl Ely Slleol"or "FlIntolas Type iV Ply Shoot". Ply Shod; Min one ply Type 01,"Filntoias Type VI Propllunl Ply Shbof'or"Fllnlglas Type IV Ply Shoot', hot mopped. Surfacing: Type*03 cap sheet,71111tolas Cap$heal°,hot mopped, Claso IS d. Dock,,046132 lnollne1112 Dasa Shsett lWo layers Type 16"All Weatherll:nlplro Base Shoot". Surfacing:'type 03 T1111lglas Cap Shoot", 2. Deck:0-16132 Inolinw,314 Vapor Retarder(Optional):Typo 02"0lasbaso"or Ut.Classified vapor retarder. hiculatlon(Optional).,Ono ormoro layore or combination of tho foliovittle:Polylsocyanurate,Pe1111e,01040 ftber .orwood fiber. lobo i411oott Ono layer Type 02"Olasbaso Base Shoot". Ply Shoats:One laycrType Gt1"Fllntglas Pty sllool Go,+}�tpht0 2f+iz 11.?3u,5itH4 LaUota:Ott es Ino. t