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RF-18-781 Permit No. RF-3-18-781 �sµOREs Miami Shores Village ' Permit Type:Roof 10050 N.E.2nd Avenue ' Work Classification:Tile/Flat Miami Shores,FL 33138-0000 Perlil Permit Status:APPROVED Phone: (305)795-2204 FCORLDp' Issue Date:3/27/2018 FExpiration: 09/23/2018 Project Address Parcel Number Applicant s 441 GRAND CONCOURSE 1132060170310 NICOLE BORENSTEIN Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ROBERT BEATTY 441 GRAND CONCOURSE MIAMI SHORES FL 33138-2462 Contractor(s) Phone Cell Phone Valuation: =$ 0T&S ROOFING SYSTEMS INC. 305/265-2654 Total Sq Feet J Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE&FLAT Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit I Review Roof r Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-3-18-66925 CCF $20.40 DBPR Fee $5.25 03/27/2018 Credit Card $872.15 $ 50.00 DCA Fee $3.50 03/27/2018 Check#:34242 $50.00 $0.00 Education Surcharge $6.80 Bond#:3695 Permit Fee-New Roof $350.00 Scanning Fee $9.00 Technology Fee $27.20 Total: $922.15 In consideration of the issuance to me of this permit, I-agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for-all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLU BIN MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFnd I certi t al the forego'W9 information is accurate and that all work will be done in compliance with all applicable laws regulating construction a Futhe r i re, I authorize a above-named contractor to do the work stated. a March 27, 2018 Aut oriz �epa n t e: wn Ap licant / Contractor / Agent Date Buildi g men March 27, 2018 1 ivilaiiii a[ IUre:) V111d6c C'FTVED Building Department MAR 2 7 O18 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 1 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR cd A� DRAWINGS JOB ADDRESS:' 1\ ccyk cd b Q 'City: Miami -S�ho/�res County: Miami Dade Zip: Folio/Parcel# � - W6` 7 Q:3�O Is the Building Historically Designated:Yes NO Occupancy Type: Load: /Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Sim le Titleolder): 'W ifol Phone#: Address: City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 24;�,fiw4 Phone#: Address: + City: State: Zip: Qualifier Name: ► Phone#: State Certification or'Registration#: �01 c )Zt'I J Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ��i ��Q Square/Linear Footage of Work: TypeofWork: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ' t Specify color ofof>color rtthru tile: Submittal Fee$ `' Permit Fee$_ �6 CCF$, �c CO/CC$ Scanning Fee$ Radon Fee$ DBPR$G Notary$ Technology Fee$o`� " Training/Education Fee$ �9C) Double Fee$ Structural Reviews$ 0 Bond$ ��' TOTAL FEE NOW DUE.$ 2, , �� I 5 ' Bonding Company's Name(if applicable) Bonding Company's Address I _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip f 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..... t 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. t Signature" Vk� mck._fty .e/;M ��NVl�ature f OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before 'm�e/this day of 20 by ::ZJ—day of Gly 20 I by who is personally known to = 1 who is personally known to me or who has produced as me or who has produced as , identification an hq fake an 04WELPEREZ identification and who did take an oath. _°. •' Notary Public-SiateofFlorida NOTARY BLIC: ;aT;,l Commission+GG 44769 NOTARY PUBLI ;.��a 'P' ^.. DANIEL PEREZ F Comm.Expires Nov 3.2020 _: `' Notary Public-State of Florida Commission,GG 44769 Sig � Sign- .FcF Comm.Expires Nov 3.2020 1 Pri t: Prin t Se I: Seal: APPROVED BY Plans Examiner Zoning I Structural Review Clerk (Revised-02/24/2014) i Property Search Application-Miami-Dade County 3/2,1/2018 "'ERTY APP fl- A�SER OFFICE OF THE PROF Summary Report Generated On:3121!2018 3 Property Information ' Folio: 11-3206-017-0310 : t � 441 GRAND CONC h <, Property Address: Miami Shores,FL 33138-2462 .7 NICOLE ARIPPOL BORENSTEIN , Owner 441 GRAND CONCOURSEQ1 Mailing Address MIAMI SHORES,FL 33138 USA f�''`•q� �;�•f'. �;� - '4 PA Primary Zone 1300 SGL FAMILY-2801-3000 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNIT "^• '¢ > �b� Beds IBaths IHalf 5/6/0 2 Floors Living Units 6,544 Sq-Ft '` j Actual Area 111 .ti 2001 olog 5,535 Sq-Ft ph Living Area , ' Adjusted Area 5,334 Sq-Ft ,250 Sq-Ft Taxable Value Information 16 Lot Size 2017 2016 2015 Year Built 1947 County $0 $0 $0 Assessment Information Exemption Value Year 2017 2016 2015 Taxable Value $1,322,170 $1,226,759 $1,115,236 Land Value $571,906 $519,915 $357,995 School Board Building Value $716,765 $725,614 $734,463 Exemption Value $0 $0 $0 $33,499 $33,880 $22-775 Taxable Value $1,322,170------ $1,279,409 $1,115,236 XF Value ----- Market Value $1,322,170 $1,279,409 $1,115,236 City $0 $0 $0 Assessed Value $1,322,170 $1,226,759 $1,115,236 Exemption Value Taxable Value $1,322,170 $1,226,759 $1,115,236 Benefits Information t Regional $0 2017 2016 2015 $0 $0 Benefit Type Exemption Value $52,650 Taxable Value $1,322,170 $1,226,759 $1,115,236 Non-Homestead Cap Assessment Reduction Note:Not all benefits are applicable to all Taxable.Values(i.e.County,School Board,City,Regional). Sales Information ook-Page Qualification Description Previous Sale Price ORB Short Legal Description 07/16/2012 $1,300,000 28332-0923 Qual by exam of deed PB 15-14 06/10/2010 $855,000 27325-4714 Qual by exam of deed AMD PL OF MIAMI SHORES SEC 4 _ 04/01/1996 $325,000 17172-2217 Sales which are qualified LOTS 21 &22&SWI/2 OF LOT 23 05/0111973 $80,000 00000-00000 Sales which-are qualified BLK 87 - r LOT SIZE 125.000 X 130 - —= — - - --- — --' The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miarnidade.govfnfo/disclaimer.asp - -,-Version: i I SNORES G .� iami Zhores Village lull Building Department 10050 N.E.2nd Avenue E_e IS Miami Shores, Florida 33138 Tel: (305) 795.2204 { Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: N o &_(m5V)1A ( U� Property Address: ►n �►� Roofing Permit Number: Dear Building Offic'&(eft5Jb_1A h�, h ca VQI`i/. ertify that I am not required to retrofit the roof to wall connections of my builds g because: ❑The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) ' tit ccl�e �C,C,nV we� ) { Signature Print Name A . ' State of Florida County of Dade The undersigned, l5eing the first duly sworn,deposes and says that he/she is the ownef for t e above property mentioned. Sworn to and subscribed before me this day of DANIELP_RZ ` — `a;• �; Notary Public=State of Florida- 41 lorida- - " _ ' Commission 4 GG 44769' t b rF aop MyComm.ExoiresNov3,2020 Notary Public, Sate of Florida at Lar e - When the just valuation of the structuni for rpose of ad valorem taxationequal to or more than 300, 0.00;and the building was not constructed with F8C nor a 1994 SFBC.Then you must provide a bbilding application from a General Contr for for the Roof to W I conn tion Hurricane Mitigation. i - Revised on 5/21/2009 `SNOR 3FS Miami Shores village Building Department 10050 N:E 2nd Avenue +Tea n+sc Miami Shores, Florida 33138 JpLORIUA' Tel: (305) 795.2204 Fax: (305) 756.8972 1 AFFIDAVIT OF COMPLIANCE WITH ROOF.TO WALL CONNECTIQN HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT' TO SECTION 551844 F.S. To: Miami Shores Village Building Department Date: i 10050 NE 2^d Ave Miami Shores, FI 33138• Re:. Owner's Name: NiCP)IP. . r�►"1c�-�PaY1 Property Address: , Roofing Permit Num ber: 1=-3' 18 Dear Building Official: 1. 4( - ( 0 edQ. certify that[have improved the roof to wall:connect'ions of the.referenced. property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential F Structures as adopted by thee.Florida Building Commission by Rule 913-3.047 F.A.C. 1 l.f7ui S TDI P�� . Signature Print.Name State of Florida County;of Dade The:undersigned, being the first duly swom; deposes and says that he/sheis the,owner for the above property mentioned. Swom to and subscribed before me this ) f day of Mai, 2o__L-F Nota yPublic, Sat,► t t ,f:arge •aN,Mss.� r •,� (SEAL) :a►G scosaEMRES o2 t Z'. FEB 10 2011 FINAL COMPLIANCE Aar� Revised on 5/2172004' Z�fh�4 �'�ninuan�♦♦, f Section A/B VHZ Electronic Roof Permit Form MIAMI. E Miami-Dade County H "Delivering Excellence Every Day" Section A(General Information) Master Permit No: Process No: .... T AND S ROOFING •••• ••••'• Contractor's Name: .,.. - •• • • ...... .. .. ...... 441 grand concourse -------- - • Job Address: Roof Category .... .. • �✓ "6Ftar/Adhbsiw5et Tile-:--. ❑✓ Low Slope Mechanically Fastened Tile •••.•. ... ..••• . . ['�•V dod Shinglest9hakes•!•;• + Asphaltic Shingles ❑ Metal Panel/Shingles • . • . . . . ...... [3 Sprayed Polyurethane Foam Other: . • .00 . Roof Type •• • ❑ Recovering ❑ Repair ❑ Maintenance ❑ New Roof 21 Re-Roofing ❑ Natural C1 LPGX Are there Gas Vent Stacks located on the roof? ❑Yes ❑ No If yes,what type? Roof System Information 2 3500 Total(ft.2) 4800 Low slope roof area (ft.2) 1300 Steep Sloped area(ft.2) 13500 B (Roof Plan) rFSketchPlan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include sections and levels,clearly identify dimensions of elevated pressurezones and location of parapets. dth (a'):= Corner Size(a' x a'): c RECEI�TE AR 2 2 18 BY: Miami Shores Village APPROVED BY. DATE '- ZONING..DEPT - BLDG DEPT 3 I T St 01,11 GT i0 CONIPLIANCE_�VITH.AL•L-FFDERAL — I n l f_AHD C 011N TY PI II P2A 1 DiffAtjU7 il)NS 441 Grand Concourse, Miami Shores, FL Y = - T&S Roofing Systems Inc Length Diagram Ridge Length=288 ft[Red Lines] Valley Length=158 ft[Blue Lines] 0000 . . 0000 0000.. . . • 0000.. .. .. 0000.. i 0000.. 0000.. ... .. 000 0 00000 . . .. 000000 00 0 • 19 j 0 22• 0 0 •0000• �6 2711 00 0 12 8 m 1 19 131 ?- { I m I I m I 1 10� v 29 ,/ � 1 I o r �— , 1 a 9 \ 1— — `29-- 27 I I I I � 7 g I I m 1 — _ I 28 I o 19 i 9 �~14 '-� j 1.13 t \ 155 59 F X19 17 X27 13 27, i \ m 1 1 ca I 0 14 i 8 1 m ��-------21---- 3 7 N 0 /> 5 1 / I 19 7 27 / 11 43 \ 8 i 45 — This diagram contains values derived from roof pitches that were not determined or-verified by_EagleView Technologies.Note: In some cases,segment lengths under 5 feet have been removed for readability. k Page 1 ®2008.2018 Eagle View Technologies,Inc.and Pictometry International Corp.—All Rights Reserved—Covered by we or mare of U.S.Patent Nos.8,078,436;8,145,578:8,170,840;8.209,152; _Report:21435924 8,515,125;8,938,090;8,818,770;8,542,880;9,244,589;9,329,749.Other Patents Pending. 1 Miarrni-Dade County HVHZ Electronic Roof Permit Form - , Section D Viae Roof System :"Dejivering Excellence Every Day" Roof System Manufacturer: PORAL ROOFING Notice`of Acceptance Number(NOA):'11 10- 01 (� Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): .... P 1: 39.1 P 2: 68.1 P 3: 1100.7 .. • ...... .. .. ...... Maximum Design Wind Pressures,(From the NOA Specific system): 126.1 psf •••. •• • 011 in ahe specific roor assembly cornpononis. If a component is not required, insert not a pliC>N312(n/a)ih th2'text bor 1---- Deck Type I."5/8" P1OOd-- Optional Insulation:••,• .. . Optional Nailable Substrate: L, Optional Nailable Substrate Attachment: Roof Slope:1_2 -1/12" j ----- - „ I Roof Mean Height: �15 ft. Basesheet Type: Method of Tile Attachment: 11 #30 ASTM TYPE II + -Adhesive, 2 Small Paddy Polyfoam Polypro- Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 11 1/4 RS NAILS 6" OC AND'12" FIELD Tile Underlayment(Cap Sheet)Type: -3 face 26 a.-- NILE SEAL # Drip Edge Size&Gauge: 9 0� , Tile Underlayment Attachment Method: Drip Edge Material Type: Galvinized Metal-- SELF ADHERED Drip Edge Fastener Type: 1 1/4 RS NAILS Tile Profile: VILLA 900 Hook Strip/Cleat gauge or weight: --Select Hook Strip-- x Miami-Dade County FIVHZ Electronic Door hermit Form "Delivering E xell'ence Every Dory" r - Section E (Tile Calculations) Method 9 "Moment Based Tile Calculations Per RAS 127" , I , For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable.,,••••• - - - - • • 0000 0669.. } P 1: ; )Ca I. J� ��I M S =Mr1: < N •Mf .9 •. 99969• 139.1 = 1 - g: y' _ ` 0 0 0 0 6 } 68.1 -- -�tt��C _M9:71- 7 0000.. P 2: i. x X 3�5 - 21'l� Mg:' U -Mr2: J-l < . IQb%mf V. 6. ��- �- ... •. .• 0000. 'f —� i g:L - 2�• ' t��A�VIf ..• . 00:00 P3: 1100.7 x� �� u�S = �1' -M U -Mr3: f. 6 6• �.: 0.0690 .06.0. • 00 Method 3 "Uplift Based Tile Calculations Per RAS 127' 6 .0090• • 6666: { :or Uplift based the systems use Method 3.Compare the values for F'with the values for Fr.If the F'values are greater than oreQy*@Io fhe Fr values,for .ach area of the roof,then the tile attachment method is acceptable. 4 '1: x1:�= xw: = -W: =� xCos 0: =Fr1:�<I_..... . . NOA F' ")21 x1: = 1 xw:�= -W:�=� xCos 0: Fr2: :5 ' NOA F' ' :3:� x 1x w: i =t -W: = x cos 0: =Fr3: :5 NOA F' Where to Obtain Information to complete the calculations Description � Symbol Where to Find�i II Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional Design Pressure II P1 or P2 or P3 II engineer based on ASCE 7. Mean Roof Height I H II Job Site Roof Slope A I Job Site Aerodynamic Multiplier I Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf II Product Approval(NOA) Required Moment Resistance Mr Calculated I F Minimum Attachment Resistance I F' II Product Approval(NOA) Required Uplift Resistance I Fr N Calculated Average Tile Weight i WII ' — Product Approval(NOA) I=length Tile Dimensions II w=width Product Approval(NOA) =----------00__00.------ --'------------ ------- ------------------_-----------.� ------------------------ ---- -•-----.��.-----------------.�-0_000 ...—_—,. ------------_._ 1 1 e ' m F�ORSDp' SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR RPOFNG CONSIDERATIONS ' . . 1524.1 Scope.As it pertains to the section,it is the,responsibility of roofing contractor tq piGWde the owner with .••• the required roofing permit,and to explain to the owner the content of the section.The provisions of Saotion•R4402 • • govern the minimum requirements and standards of the industry for roofing system installa4w)e Additionally!the ••;••. following items should be addressed as part of the agreement between the owner ant the vjOrIctor.T77t%v*r's ••"' initial in the designated space indicates that the item has been explained. •• •• . . . . ...... 2. Renailing wood decks:When replacing roofing,the existing wood reef Qeck may DaVe to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usudly.'.' concealed prior to removing the existing roof system). } 4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be'acceptable.This provides the option of maintaining the appearance. 6. _Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 4 t TXIy� V`JQJV1/)AakjA-) Owner/Agent's Signature Date Contr or Signature Date , Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; 'N1J4MI-DADS �� MIAMI-DADS COUNTY °� "" ''"' PRODUCT CONTROL SECTION - DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE,R) 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/economy " Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: •"• This NOA is being issued under the applicable rules and regulations governing the use of conktruction materials. The ••• • documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product�Qntrol Spitip;to be ..... •••iused in Miami-Dade County and other areas where allowed by the Authority Having Jurisdictigil ai). • •••• .. This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Pr Wf Cont4)1',"1ion ..... (in-Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve tha sfht to have tkis •• ••• product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted •••"' mariner,the manufacturer will incur the expense of such testing and the AHJ may immediatell r(nd*,modify, 'or suspend the use of such product or material within their jurisdiction. RER reserves the right td revolle this acceptance, • if it.is determined by Miami-Dade County Product Control Section that this product or materia•1 fails-o meet*t�e ;••••; 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: Boral Villa 900 Concrete Roof 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 purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.12-0308.20 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. .A� NOA No.: 16-0711.04 Miaru-D, couNry •Expiration Date:09/21/21 Approval Date: 09/01/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured Boral Roofing,LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where th i aressure requirements, as determined by applicable Building Code, do not exceed the design prgssurg values 4gbWlled by,..... calculations in compliance with RAS 127 using the values listed in section 4 herein. Tlfe attadiment calculations • shall be done as a moment based system. •••••• •• " 900000 2. PRODUCT DESCRIPTION • Manufactured by Test Pred LV: "' "'• Applicant Dimensions Specifications DescffkW • Boral Roofing Villa 900 Length= 17" TAS 112 Low profile,interlocking,high pressureextruded •••• • Width= 13" Type lb concrete roof tile equipp�d wild threenail holes ;••••; '/2" thick Class III and double rolls. For direct deck,baU2`c Aprtar or adhesive set applications. *0 • Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at w=varies ridges,hips and rakes. varying thickness 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Product Description Manufacturer (With Current NOA) ICP Adhesives Polyset AH-160 Two component polyurethane ICP Adhesives and Sealants,Inc. foam adhesive. ICP Adhesives Polyset RTA-1 Single component polyurethane ICP Adhesives and Sealants,Inc. foam roof tile adhesive. TILE BOND'Roof Tile Adhesive Single component polyurethane The Dow Chemical Company foam roof tile adhesive. "Tile Tite"Roof Tile Mortar Premixed,pre-bagged roof tile Bermuda Roof Co.Inc. mortar. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales,FL NOA No.: 16-0711.04 MIAMI•DADE COUNTY Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 2 of 7 A.3 EVIDENCE SUBMITTED Test Afrency Test Identifier Test Name/Report Date Nutting Engineers 13343.1 TAS 112 Apr. 2006 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) 0000 Redland Technologies P0402 Withdrawal Resistance Testigg of. S2pti.1993 0000.. screw vs. smooth shank nalls.' • The Center for Applied 94-060B Static Uplift Testing "' :.. March IN4 0000 Engineering,Inc. TAS 101 (Adhesive Set) .... The Center for Applied 94-084 Static Uplift Testing *••••* 14ay 1994 Engineering,Inc, TAS 101 (Mortar Set) ";"; .. 00 Redland Technologies P0631-01 Wind Tunnel Testing 0000.. July 1,994 •, TAS 108(Mortar Set) :..o:. •••"' Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing ; Aug.1g94 TAS 108 (Nail-On) '..' The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering,Inc. 25-7183-2 TAS 102 (2 Quik-Drive Screws,Direct Deck) 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 Quik-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 Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker,Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering,Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Evaluation Calculations Restoring Moment Due to Gravity 09/01/16 American Test Lab of South RT0617.02-16 TAS 112 06/29/16 Florida NOA No.: 16-0711.04 MIAMI•D, COUNTY Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 3 of 7 4 J 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. r 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Staulard's•listed section 4.1 herein. .•. •••• 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to tha,iovf,slope ulldts5 Stated'•"" otherwise by the underlayment material manufacturers published literature. 600:46 :....: 3.6 This acceptance is for wood deck applications. Minimum deck requirements shalt.1r 1$ corn;lilnoe with••••• applicable building code. 40:90: ..• •* •• .. .. .. ...... 4. INSTALLATION '•• • 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict cQmpji'apce with Roofing:•••• Application Standard RAS 118,RAS 119,and RAS 120. 00 0 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) Villa 900 Concrete Tile 10.90 1.42 1.08 Table 2: Aerodynamic Multipliers -X (ft3) Tile X(ft3) X (ft3) Profile Batten Application Direct Deck Application Villa 900 Concrete Tile 0.291 0.315 Table 3: Restoring Moments due to Gravity- M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Villa 900 Direct Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Tile Deck Deck Deck Deck Deck Deck 7.70 7.62 6.56 7.50 6.42 7.34 6.26 7.15 6.08 6.95 /KS NOA No.: 16-0711.04 MIAMI•DAD; =TWY Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 0.00 1 #8 Screw 25.8 25.8 22.9 I ••••• 2#8 Screw 47.1 47.1 •• .'41.1: 1-10d Smooth or Screw 24.3 24.3 000000 • 0 Shank Nail Field Clip) ""0 1-10d Smooth or Screw 19.0 19.0 •.... :221' .... Shank Nail Eave Clip) 00000 ••• • •�••� 2-10d Smooth or Screw 35.5 35.5 •• •• 34.8• •'•:' Shank Nails Field Clip) 0.0:' ' 2-10d Smooth or Screw 31.9 31.9 :22. •• Shank Nails Eave Clip) •� Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile Adhesive' 26.12-3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond one-component foam, minimum weight per paddy 11.4 grams. 3 ICP Adhesives Polyset®AH-160 two-component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile ICP Adhesives Polyset©AH-160 two-component foam 86.614 ICP Adhesives Polyset®AH-160 two-component foam 45.55 4 Large paddy placement of minimum 54 grams. 5 Medium paddy placement of minimum 24 grams. Table 7: Attachment Resistance Expressed as a Moment -Mf(ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Villa 900 Concrete Tile Mortar Seth 20.60 Tile-Tite Roof Tile Mortar. NOA No.: 16-0711.04 KM:IAMI-DA ECOUNTYM Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami-Dade County Product Control Approved". . . .... ...... LABEL FOR BORAL VILLA 900 CONCRETE TILE ' (LOCATED ON THE UNDERSIDE OF TIL • •• • • •• E 6. BUILDING PERMIT REQUIREMENTS: • .... . .. ..... ...... ... . ..... 6.1 Application for building permit shall be accompanied by copies of the following: •.•. •.; ...... 6.1.1 This Notice of Acceptance. • 6.1.2 Any other documents required by Building Official or Applicable building code*4n order to properly •••• • evaluate the installation of this system. ' NOA No.: 16-0711.04 MIAMI•DADECOUNW Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 6 of 7 PROFILE DRAWING Na'li holes 1112�r . . OverlIddIV • • • • • /8 • 1711 • • • •• • • • • • •• . Underlocls ............ t �1fE VILLA 900 CONCRETE ROOF TILE END OF TRIS ACCEPTANCE NOA No.: 16-0711.04 MIAMI•DADE COUNTY Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 7 of 7 MIAMFDM) ADE ��, MIAMI-DADE COUNTY M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 ;••••. Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of con"tru tion materials.The ;•••• documentation submitted has been reviewed and accepted by Miami-Dade County RER-Prodi 4.eontrojSac.4dn to b;.... used in Miami Dade County and other.areas where allowed by the Authority Having Jurisdicii"6(AHJ). so:*** •• •• •• •0000• This NOA shall not be valid after the expiration date stated below. The Miami-Dade CountyPzodtiCt Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the rightrto have the� so**:* product or material tested for quality assurance purposes.If this product or material fails to pVrfoMin the•accepted :0900: manner,the manufacturer will incur the expense of such testing and the AHJ may immediatel}rfevolce,m4diN*Qr 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: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renewes NOA#13-1113.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Freddy Semino NOA No.: 17-0530.10 MIAMMDADEcouNTY Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 1 of 4 a ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Pwoduit •,•• •••••• Product Dimensions Specification DestrWti4n BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering aspIM?sl&t matefi' l With a 36"x 72' rolls ASTM D 1970 white glass re-enforce<fP3f�-'ster surfacing fabrio;•••• for use as an underlaynt�rt�nslopec rogz• ••.•. assemblies. ... ' ...... . ..... .. .. .. ...... MANUFACTURING LOCATION: •••••• ' 1. Brentwood,NH EVIDENCE SUBMITTED: '• ' Test Agency 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 NEI-034-02-02 ASTM D 1970 01/29/13 NOA No.: 17-0530.10 htwrtFaaoeCout�n Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"headfap and a 6"end lap mechanically fastened to deck with approved nails and tin a jQa 6;o.c. at*die Taps ana••• • two staggered rows 12" o.c. the field of the roll. ...:*. .. .. ...... 900000 0 Membrane: One or more plies of BORAL TileSeal Underlayment with a minimurpq}16k ead lap.9and minimum••• 6"end lap. Place the first course of membrane parallel to the eave,rolltrt 4 membrane to ••;••• obtain maximum contact. Remove the release membrane as the memtfane it applieT. VIrtical••••• .. . .. .. ... strapping of the roof with BORAL TileSeal Underlayment is acceptably 11 end laps:nd laps . •. without black selvage area shall be sealed under lap using an SBS morifred pastic, 0 ••••;• •••••• Note: When used in Tile roof systems BORAL TileSeal Underlaymenb9lial;be back nailed to :0000 0 deck with approved annular ring shank nails and tin caps at a maximum 6"o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. MIAMFDADE COUNOA No.: 17-0530.10 NTY •d••XA , Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover•bA4 may be applied over a roofing Base/Anchor sheet underlayment. • • 00.46• ...... 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for tdngdY thar6'18A Plays of •• application. 0.0.0 0 0 0 0 0 :*000: .000. 0000.. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 wher1 tiles are leaded directV 0.•• to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater:h&6 12". .....• 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed apD?4=of this�Ypdtct with.0. .. .. . specific prepared roofing products. .. 0000•. 0000.. 8.' Tiles shall be stored on battens on roof pitches greater than 6:12". : 0 : . . 00000. 0000.. 9. BORAL TileSeal underlayment may be used with any approved roof covering Nc:ice.b f Acceptance listiM.0• BORAL TileSeal underlayment as a component part of an assembly in the Notice of'Acc8ptanc40*1r$0RA1. • TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction ZMJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is r 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. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment,and sealed using an SBS modified mastic. 1 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility, and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below MIAMFGADE COUNTY END OF THIS ACCEPTANCE NOA No.: 17-0530.10 MAMFDADECOUNTY Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 4 of 4 1rII1h'1It31AADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION L71 Lit 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590,F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv ICP Adhesives and Sealants,Inc. 12505 NW 44"Street Coral Springs,FL.33065 SCOPE: ••.• •••••• • This NOA is being issued under the applicable rules and regulations governing the use of rgg4"tion-?iWN:ls. The ..:• documentation submitted has been reviewed and accepted by Miami-Dade County RER-Pr4di4.Contro1 Sesrtion to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictieia(AHJ). •. • :*090: • • expiration date stated below. The Miami-Dade Coun •••• uct C of ecti00006 •••• This NOA shall not be valid after the ex p �1 PrQ� Qi�� .S 1�.:..• (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve tbw1gUf to have this�rodurt..... or material tested for quality assurance purposes. If this product or material fails to perform i�tyilveaccepted manner, the • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, rnodlify, or surge nd the use••••• of such product or material within their jurisdiction. RER reserves the right to revolt tl1 S.acceptance, if it t; ... determined by Miami-Dade County Product Control Section that this product or material fail?fo n1bet the.MgxNementS • of the applicable building code. •• • This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset®AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or'change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 MIAMI-DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using SCP". + Adhesives Polyset®AH-160. 0000.. .. .. 0000% PRODUCTS MANUFACTURED BY APPLICANT: 000:0. 0000.. Product Dimensions Test Product lfescriptio4'• '• ' Specifications • • 0000.. :.. . 0000. ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive••••• Polyset'AH-160 :00:0: ' • •• 0 0 . . 0000.. ICP Adhesives Foam N/A Dispensing Equipment. ;""' 0 • Dispenser RTF1000 0 0 00 ICP Adhesives ProPack' N/A Dispensing Equipment 30& 100 + PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset'AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: } Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @1581F., 100%Humidity,2 weeks + Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MIAMMAD,COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 2 of l l EVIDENCE SUBMITTED: Test Af!enev Test Identifier Test Name/Report Date Center for Applied Engineering 494-060 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 OA1714 . . .... ...... Polymers Division • ...... .. .. ...... Ramtech Laboratories,Inc. 9637-92 ASTM E 108 ...... 04/30193 Southwest Research Institute 01-6743-011 ASTM E 108 ••••• 1}/1644 •.....••• 01-6739-062b[1] ASTM E84 ••;••; 0?r1t5�9� •••••• .. .. .. ...... Trinity Engineering 7050.02.96-1 TAS 114 •:•: 03/14796 P36700.04.12 ASTM D 1623 •• 04/-16 ;2 ••• P39740.02.12 TAS 101 ••�• 02/Zj 12 ;••••; TAS 123 ' Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset'AH-160 shall solely be used with flat,low, &high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. f 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MIAMMADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 J INSTALLATION: 1. ICP Adhesives Polyset' AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset®AH-160. 2. ICP Adhesives Polyset AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset®AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset'AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and 41aiittgance het. •••••• 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensedpy l;Cilr Adhesj •ind •••„• Sealants,Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicatQ"tb the authority having. • jurisdiction. ••�•• 9999 .. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is re4u1 fid beforl•a pl�cation� . of any adhesive. The mix ratio between the"A” component and the"B" component sha lie xiaintainedpb®tween 9• 00 .. 9000.0 1.0-1.15(A): 1.0(B). ...... . 6. ICP Adhesives Polyset AH-160 shall be applied with ICP Adhesives Foam Dispenser'RTF 1000 or.- ; ••••'• Adhesives ProPack®30& 100 dispensing equipment only. ' . 9999.. 7. ICP Adhesives Polyset AH-160 shall not be exposed permanently to sunlight. '..'.' 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset'AH-160 has been dispensed. 9. ICP Adhesives Polyset AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. NOA'No.: 17-0322.03 QMIAMMI-MADEUNTY Expiration Date: 05/10/22 �FJJWN...A Approval Date:04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches ••• •30••• •• •;• Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at. •• grarrfUer gaddy •• „• head of tile 9-11 sq. inches at. .;.. overlap peso .. • • • • Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal • •••L7 grarj per pead •• „• edge)20-25 sq. inches each . .. ... bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grarrrli?ddr pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. MAMICADE COUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 MIAMMDADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 I t • ADHESIVE PLACEMENT DETAIL# 1 brit through plastic c4ff"t Paddy it=•noa itTaa;i Flat/Low Profile Tile i rvguited}_ t tl'xxlrrtaymrnE ,•.;;; G5'"�'y `"''� '!� 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam ti T�` paddy onto the underlayment positioned as shown, under the strengthening rib closest to the Overlock F loin '�. - � ^, �' of the tile being set. II•tit;r'!s optional ° ►.��" _r.'�. ',-''l ••• Eavr[ourie ;- ti• ` ` .'.,y 2. Continue in same manner.Insure approSrimately 17 (109.7 cm2)—23 (148.4 amt}square inch adhesive •• contact with the underside of the tile.'• • ...... .. .. ...... • Medium Profile/ Double PM3114 • Nail through plastic cement • • • • •••••• (when requlrrdl •••••- y -_ __ _:P;day iB•n•a1h Tw 1. Starting at the eave course;apply a min im 2" ;•••• Und•cl+yiamt !'I/. _ # 1 (50.8 mm)x 10"(254 mm)x 1"(25.42gjbam - -_ `` , ,• paddy onto the underlayment positioned as shown •_ " under the pan portion of the the closest to the Overlock of the tile being set. 2. Continue in same manner.Insure approximately 17 Battens optional l " (109.7 cm2)—23 (148.4 cm2) square inch adhesive contact with the underside of the tile. ..�,�,-"•`-s.''� --`r- , -�, - r, ate. �.ti 1..i _^may•4: • > _ w.Lave Closure Fascia J� p 0101th.oughP1-1-14rraenr, Hi h Profile/Single Pan Tile } 4whenrequiredrf �' R.ddTIBs"•rehTilrl g g 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown fh, under the pan portion of the tile closest to the '�?'"'`"`�° r`'~ `} __ }`��. - Overlock of the tile being set. Battens J. 4`` 2. Continue in same manner.Insure approximately 17 r.°>`'- - '' � ='' (109.7 cm2)—23 (148.4 cm2)square inch adhesive r' '= =• " ;` ':` '" :=% J' contact with the underside of the tile. P1 CavcCaurst- loin.'' _ a in. f 1 EAtiY cl45uir y. # briped¢e NOA No.: 17-0322.03 MIAMMADE COUNTYM Expiration Date: 05/10/22 t Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 KAI 1hrouyh pl.ttii cpmant pwddj(G«,w.thiilw'I Flat/Low Profile Tile 6when required}, 4 1 Unda�ymant _Aj 1. Starting at the eave course apply a minimum 2" 50.8 u„ g pp Y mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of S In `''t z the tile being set. Insure approximately 17 109.7 cm'`' Bactamapt�knal 23 (148.4 cm2) square inch adhesive coiat"twith the r' ` `�:` �`''`-~�'-� • �� , -< }� underside of the tile. ••• ***so ••••o• see F: 2. At the second course,a 1 a rr;iftamum 2'' S6-8mm x 7"(177.8 mm)x 1"(25.4irihi')*fbam paddl onto th4....: underlayment positioned asshbWnundelf1w so :.• f '` strengthening rib closest to the overlock of the the • • t being set. .. .. .. ...... 3. Continue in same manner.$sub l"pproximatoly 10" (64.5 cm2)- 12(77.4 cm2)squaro.inch adhesive •••. contact with the underside ofthe tale. •• • • Medium Profile/Double Pan Tile !fail throogh plastic cement twhen required) Paddy;Bentathtile) 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy Upd.el�ym.n�`•.�j4' ..,- .onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set.Insure approximately 17(109.7 cm2)— 7"` 3;". `Y-._ = 23 (148.4 cm-)square inch adhesive contact with the underside of the tile. 6*4ens optional �. t 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown under the pan x portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 MIAMMADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Nail sk.•ugh19atik« High Profile/Single Pan Tile $whenrcquircJ) � .-'�ti D.d.f�•t8er.+uiF�rilr) 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy •�1,�,. ,.,,�- ;�1 �.., onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set.Insure approximately 17(1Q2„•cm2)— "�21n- },� y.. -.2{. ,, . rr^r 23 (148.4 cm2)square inch,adhesive coiit34fwIth the••••.• eattensapdonila -�� , y. 7P underside of the tile. 'o.0 ' 4y,.. '4� •� is-'.. /.'• 0000•• •• of 000606 2. At the second course,apply i Pmrinnum 2"(50.8mm);6•••; r Eavecow" y_ a, �,rY'Faxia x 7"(177.8 mm)x 1"(25.4jMt�0'pamp$ddytvto the ' Mwpho!6 underlayment positioned as stbM unde?the pan '•:••• .. .. ..... 10.�. -. yin 4 E"�'t&swre portion of the tile closest to IN ov.IMP edge 00 soerlock.of. tkelile being set. of • . . . ...... 3. Continue in same manner. I;sure6approxViafely 17" 6 - (109.7 cm2) - 19(122.6 cm21 square inch adhesive • contact with the underside of the tile. •• • NOA No.: 17-0322.03 ttiwMFOAoe Co� Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 Y � ADHESIVE PLACEMENT DETAIL#3 Mail through plasticcement Paddy(Ixtreentilesl lwhenrequired} 1. On the cave course only,apply a minimum 2" (50.8 Battensoptional mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy ° Paddyiundernle) onto the underlayment positioned as shown,under i en9opo�tcddy ? the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set.Leave X 4 Gi.ule un i _ approximately 4" (10 1.6 mm)up from the cave Smglepaddy nerr, - `<:�� / edge free of foam to prevent the expar*g .adhesive on inideifayment 2li 4 i"• '°`� •' from blocking the weep holes Insur2.•.•• •• t;� •�,., "� approximately 17-23 inr(•149.1-148.4 cm2)of 10)n adhesive contact with the side of*e•t;e ....:. Fascia •••••• • • • 31n.` •••••• —_--Saved°tee 2. Apply a 4" (101.6 mm)x4" 101.6 n3m)k'1" (25.4•;••. .•.. . .• . ..... mm)foam paddy onto th a Vriderlaymen!just below FiM/Low Profile Tile the second course line pp�4jgrled foam pkddy '•••0. under the strengthening rib foi:flat tiLp,orpnder t4er „• Nail through plasbc cement Single paddy under tile pan portion of the the'cdosesr to the�i�iatsr &for. • {when required) • • • ••..•• Paddy lbetween ales) the second course tile to ba rn;alled. imsure approximately 8-9 in'(51.6-58.1 cml)"12icdhesive Battens Paddy(under Met contact with the underside of the tile: optimal (Instructions continued on next page) on top of We 4x4in. 2x4in:` Single paddy on •'' undedayment 10iti. - ' tin. / — --Eave Qosure Eave Course Fascia Medium ProfileTile r NOA'No.: 17-0322.03 MIAMI-DAD'COUNTY= Expiration Date: 05/10/22 Approval Date:04/27/17 Page 9 of 11 + ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nail through plastic ce Single paddy under the iwhenrequlred) m 3. Also apply a 2"(50.8 mm)x 4"(101.6 m)x'/4" Paddylbetwetntilesj (19 mm)paddy on top of the eave course tile Battens Paddy[under tilei surface as shown, on top of the strengthening rib ` for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Y w�undeda _<<." � Install second course of tile. Insure approximately axain. r `�� _ 9(58.1 cm')- 11 (71cm') square inch adhesive sinocontact with the underside of the tile if Wgverlap eon 2 x4� '`� 1r and 7(45.2 cml)-9(58:1 cmR;square'*M t°Pc�e adhesive contact with the underside ofthe tole at 00900• •• 00 ...... -'``- the head of the tile. CorlYip}> jp same mapner. Eave Course Fascia •••9•• -� 0000 •• • • • Weephok �••••' ••9• 99.9• loin. lin. Eave dosure 0000•• •0• • .9.9• � ` Drip edge 000000 ••• •••••• • •9.99• HighNotileTile • •• 0" ••..•. • . • . • 00.0•• 00 0 00• 9• • } t 1 NOA No.: 17-0322.03 MiAMI•DADE COuNTr Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 • ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" 1)Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications // . mm X rilrrr . mm In contact with the pantile. 508 (when required) l ) 10" 254( )X 1" 254( )foam 2)Tum covers upside down.Place adhesive in paddy onto the underlayment positioned as to t In.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.in.contact area. -�,-�° tiles from rocking until adhesive has a chance to UnderlaymentCure• • • • • 0000 0000•• ` 1-�' -'-'� O O • • • 2. Continue in same manner,bringing 400 • courses up toward the Yirlgiev insure 9 • approximately 65(419,,4"n2)—70�4�1 r6 cmZ) :•••• square inch adhesive cc"ff t with the ifterside••••• '• 0000• of the pan tile. :••: Sheathing •• •• +• 000000 Eave closure •••••• • • (motarshown) 3. Turn covers upside doyvn exposing he underside•• o• weephole fascia Board of the tile.Apply a migimupi 1"(21."ft i)x 100' • (254 mm)bead of adhesive directly old the inneJ••••, Remove top portion oftheeave course cover tile:Abuttosecond course of edge of each side of the cover tile.Let%* pan tiles.Ensure eave end of pan and cover tiles are flush at eave fine. approximately 3/4"(19 n'lm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20(129 cm') -25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. t END OF THIS ACCEPTANCE NOA No.: 17-0322.03 M IAMI-DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 P-Aarf-'i-Diade County NWH7 Elec-*-vc,94c Rocri Perrni?t-rx-viii Sar,�iisall C Page(Unuslope j fh,n, njo!9sz-- blv comy:)oncr,is.if a c0apo'nam-1,is IT 'frlse.7!; RoofSysten,,IVb GAF System FroductApproya,'(NOO u— , X75 BAS Er'SH11 51: 41 i-': -!! tem Type: —v ""Lif ral� Ily,"nd Uplift Pfossures,From PAS 128 or Sealed Calcu FB a s e Sheet Fa sten e r,.3 d;nq"..4 n psf 11/4 P's J(P2) Perimeters: psf ElyS—heeI(LQ psf • PLY 1V(2) Maximum Design reassure F�=NOA] 52.5 z PSI Ply Sheet Fastengl Bon11: bvlatei#al- (P2.)Perimeter(2')S12- ft. a,El(X)a, 00V ASPHALT rRoof Slope: L —LJ Roof Mean Height: ft. 0 0 _00:0 op Y, 4 Parapet Parapet wall Heigh ft. t E No EI-Yes MINERAL SURFACI EVAPSHIEET a ee 0 f:so V8"Plywood Deck— 6"0 iii 0 Do*** • Top—Ply Sheet Fasliirliii�ndmg�ITa—t6La�• 0*0000 ASPHAL16.1'YPt 11 0 0 0a;0 r—iip—ressjv-epsi Support Spacing. 0 • 0 o/C *0 0 I-- Existing Roof(For Recovers Only): 0 Flre Barrier: Fastener Spacing for Base Sheet Vaper Barrier Lap Spacing Ujin.ok Fiq]Row ,:� IT],o/c lAnchorsheeR (P2)Perimeter-,I 6]1n.ok Row's in.01r F M ) 171 Anchor Sheet Fastener!Bonding.Material: F41 in.o/c F6]Row(s) Min.old Wood Nailer Type and SIZe:, lInsulation Base Layer�e&Thl�ckness. lWood Nailer Fastener Type and Spaemo.-] Insulation Base Layer Fastener/Bonding Material: Galvanized Edge Netal— rins—ulall-n Top Layer Size&Thickness: 3"Face 26 Gauge Insulation Top Layer Fastener/Bonding SELECT EDGE META HOOK STR I SIZE Material:=e(,a I jEdge�et2lAft�phme lij. [--Number of Fasteners per Insulation I-1/4 RS-NAILS ! Field: i Perimeter. EE SELECT PARAPET WALL COPING M,,VfER'IAL- FF i ELECT COPING METAL SIZE OR TI SELECT COPING METAL HOOKSTRIP"SIZE— Parapet Coping MeWAff,,ft, -mJ: ............... R e Print Form I r• r' r '!D�Iiu�migl";kcelle�tce�"Vz�y�a/�r • Musirage Components Mod and Deflifs as Applicable: :••:•: •. . . . . ...... . 011 Pitt { Salem DYIP Mad: _-- -- ----- y'f � 3X3 GALV 26 GA TOP PIT IMINERALSURF'ACE CAPSHEET fi r�4 �y <15'i 3 PL-Y 1V(2) 1 V Rini OKG:.� 75 BASESHEEI --:--'---------.-- oeckrype: e CDXKWOOD r r . j MIA M 16ADE MIAMI-DADS COUNTY r.,. .A � . s a_ PRODUCT CONTROL SECTION 11805 SW 26 Sheet,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RE,SOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152 5 2� NOTICE OF ACCEPTANCE (NOA) �v�v�v.�n��m�tt�dc.<wov/ccEntyy�' •••••• GAF ' 1 Campus Drive •••••• •• •• •••••• Parsippany,NJ 07054 . •••:•• •••• SCOPE: • •••••• ••• • ••••• This NOA is being issued under the applicable rules and regulations governing the use of corw?twti'on -o: .••.•. materials.The documentation submitted has been reviewed and accepted by Miami-Dade Co*xt*R_fR- Product Control Section to be used in Miami Dade County and other areas where allowed by the%korit% •••••• t Having Jurisdiction(AHJ). • . . • ...... .. • .. . • This NOA shall not be valid after theexpiration 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 t 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. r 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: GAF Conventional Built-Up Roof Systems for Wood Decks. ILABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA nuniber,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 t it shall be done in its entirety. t INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1022.15 and consists of pages 1 through 31. ' The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 14-1030.01 MIAMI•DADECOUNTY Expiration Date: 11/04/1II • �+ • Approval Date: 05/04/17 Page 1 of 31 " 4 IRC;CmvigG ],,YSTEM APPR0VAL t Category: Roofing , Sub-Category: BUR Material: Fiberglass •6• Deck Type: Wood 6 • . •00• ••0.•• Maximum Design Pressure: -97.5 sf .0. • 006.00 •. •• 0000•• TRADE NAmEs OF PRODUCTS MANUFACTURED OR LABELED By 1�PftICA?�' • ;.0 0 0 A13LE 1 000000 li :0• •• • 0 .... . .. ..... Test Product 0 •0.0• •0• • •••0• Product Dimensions Si3ecification Descr iotiori• .• 10.: *00*:* •••••• • • GAFGLAS'Ply 4 39.37"(1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet rd1nforcCd••;. 0 0 0 0 0• Wide with fiberglass mat. : 000 • •0 0• Tri-Ply'Ply 4 39.37"(1 meter) ASTM D21.78 Smooth surfaced asphaltic ply sheet reinforced 6•• Wide with fiberglass mat. GAFGLAS' 39.37"(1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced FlexPly'6 Wide with fiberglass mat. GAFGLAS'#75 39.37"(1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Base Sheet Wide with fiberglass mat. Tri-Ply'#75 Base 39.37"(1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Sheet Wide with fiberglass mat. ' GAFGLAS'#80 39.37"(1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced UltimaT'Base Sheet Wide with fiberglass mat. GAFGLAS' . 39.37"(1 meter) ASTM D4897 Smooth surfaced asphaltic perforated venting base Stratavent' Wide sheet reinforced with fiberglass mat. Perforated Venting Base Sheet GAFGLAS' 39.37"(1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base Stratavent'Nailable Wide sheet reinforced with fiberglass mat.Bottom side Venting Base Sheet surfaced with granules. Ruberoid'20 39.37"(1 meter) ASTM D6163 SBS polymer-modified asphalt base or Smooth Wide anchor sheet reinforced with a fiberglass mat. Ruberoid'Mop 39.37".(1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid'Mop 39.37"(1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or anchor ' Smooth 1.5 wide sheet reinforced with a polyester mat. Ruberoid'Mop 39.37"(1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Phis Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid' HW 25 39.37"(1 meter) ASTM D6163 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a fiberglass mat. N®A No.: 14-1030.01 =TY Expiration Date: 11/04/18 ,.• t Approval Date: 05/04/17 Page 2 of 31 1 f � TR.A,D—r,KA-mE U OF PRE)DlUCTS BAIANIUFACTURED OR 1T ABEL,D ry a ADPL ICANT. ,. TABLE 1 ' Fest Product Product Dimensions Specification Description Ruberoid® HW 39.37"(1 meter) ASTM D6164 Smooth surfaced torch applied:$B�b�se or a?itM& ••••;' ' Smooth wide sheet reinforced with a polyestef chat' '. GAFGLASO 39.37"(1 meter) ASTM D3909 Granule surfaced asphaltic cap-Ametreinforced• ;•��•; Mineral Surfaced Wide with fiberglass mat. •••• •• ' Cap Sheet •••• •• ••••• . . 00 Tri-Ply®BUR 39.37"(1 meter) ASTM D3909 Granule surfaced asphaltic cap s4ce4einforced 0•• ••••;• Granule Cap Sheet Wide with fiberglass mat. •••••• • 00 . . . • ••..•• GAFGLAS 39.37"(1 meter) ASTM D3909 Granule surfaced asphaltic cap qthe jtrginforee •�„ EnergyCap'" Wide with fiberglass mat. Cap sheet iSfactery co48d.'. ' Mineral Surfaced with TOPCOAT°EnergyCoteT°'Elastomeric ' Cap Sheet Coating. Topcoat'Surface 5 or 55 gallons ASTM D6083 Solvent-based thermoplastic rubber Seal SB sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Topcoat® 1,5 or 55 gallons ASTM D6083 Water-based elastomeric coating Membrane Topcoat®MB Plus 5 or 55 gallons Proprietary Water based,low VOC primer designed to block asphalt bleed-through. Topcoat®FireOut' 5 or 55 gallons Proprietary Low VOC,water based fire barrier coating. Fire Barrier Coating VersaShieldl Fire-' 12"x 100' rolls ASTM D226 Non-asphaltic, fiberglass reinforced underlayment Resistant Roof and/or fire barrier Deck Protection VersaShield'Solo'' 42"roll wide, 100 ASTM.D146, Non-asphaltic,fire resistant fiberglass Fire-Resistant Slip ft. D828,D4869, underlayment E Sheet D6757 Topcoat® 1,5 gallons or TAS 139 Solvent-based elastomeric sealant. FlexSealT' 1 qt.tube , G 'N®A No.: 14-1030.01 MIAM4DADECOUNTY Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 of 31 i �_Pr°TR,avrED iTNSULAT'10NS TABLE 2 Manufacturer Product blame Product Description ,{� •••• ('6fi�it11�uY�entN�a••' 0.00•• EnergyGuard'Polyiso Polyisocyanurate foam insulation 'e'0T11[i •' Insulation 000.0• �•+'•• 0000•• • Osseo* • • • EnergyGuard' Tapered Polyisocyanurate foam insulation euw •. Polyiso Insulation 000000 '••e so:*** 00•006 coo • 00000 EnergyGuard'Ultra Polyiso Glass-faced polyisocyanurate foam insulation •.04? 1 so: sees:* Insulation EnergyGuard'RA Polyiso Polyisocyanurate foam insulation ,GAS ;••••• •••... Insulation EnergyGuard'"RA Composite Polyisocyanurate foam insulation with high GAF e••e• Polyiso Insulation density fiberboard or permalite EnergyGuard"RH Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard'RH Tapered Polyisocyanurate foam insulation GAF ' Polyiso Insulation EnergyGuard"RN Polyiso Polyisocyanurate foam insulation GAF Insulation # EnergyGuard'Perlite Roof Perlite insulation board GAF Insulation EnergyGuard".Perlite Recover Perlite recover board GAF Board Securock'Gypsum-Fiber Roof Gypsum board United States Gypsum Corp. Board Securock®Glass-Mat Roof Glass faced gypsum board United States Gypsum Corp. Board Structodek'High Density Fiber High density fiberboard Blue Ridge Fiberboard,Inc. Board Roof Insulation DensDeckm Prime Roof Board Gypsum board Georgia-Pacific Gypsum LLC DensDecic®Roof Board Gypsum board Georgia-Pacific Gypsum LLC N®A No.: 14-1030.01 MI MI ADE COUNTY Expiration Date: 11/04/18 # i�p ,.•., , Approval Date: 05/04/17 r Page 4 of 31 APP1ieo-V D 474 AS T I✓l ERI S° TABLE 3 Fastener Product Product Manuxactuuar.o i plumber flame Description Dimensions (With Current ii"_) •••••• 1. Drill-Tee'#12 Fastener Phillips head,modified #12 x 8"max. .....PAF •..•.; 9999:. . buttress thread,pinch point,' length,#3 966:00 • carbon steel fastener for use Phillips head. 9999 •0 0.6 .. in steel or wood decks. With 0 6 • 9999 CR-10 coating.Available 400800 •0• with a pinch point or drill 099060 :0*:*:. 0 •• point. •••••• 2. Drill-TecT'°#14 Fastener Truss head,self-drilling, #14 x 16" ••SAF • ;6966; pinch point,high thread max. length, •• 0•• ' fastener for use in steel,wood #3 Phillips " or concrete decks. head. 3. Drill-Tee T"'ASAP 3S Drill-Tec'#12 Fastener with. See GAF Drill-Tec"3"Standard Steel components Plate. 4. Drill-Tee'3"Steel Plate Round Galvalume'steel 3" Round GAF stress plate with reinforcing ribs and recessed for use with Drill-Tec'fasteners. 5. Drill-TecT"3 Standard Steel Galvalume'coated steel 3" Round GAF Plate stress plate for use with approved Drill-Tec' fasteners. 6. Drill-Tee"AccuTrac®Flat A2-SS aluminized steel plate 3" square; GAF Plate for use with Drill-Tee' .017"thick fasteners. 7. Drill-TecT"'AccuTrac® Galvalume®steel plate with 3" square; GAF Recessed Plate recess for use with Drill- .017"thick Tee'fasteners. 8. Drill-Tec 3 in.Ribbed Round Galvalume®plated 3"Round GAF Galvalume Plate(Flat) steel stress plate with reinforcing ribs for use with Drill-Tee'fasteners. 1 N®A No.: 14-1030.01 MIAMbDADECOUNTY IC7tp1rat1011 Date: 11/04/1 Approval Date: 05%04/17 P-14n 5 of ll w' _'VIDEENCL SUBMITTED: Test Agency Test Identifier (Description (Date Factory Mutual Research Corp. 3014547 4470 05/22/03 3029832 4470 05/11/07 3033135 4470 11/24/08 } 3034312 4470 04/09/09 3036980 447008E1�/aI• . . .... ...... 3038278 4470 11/18/11• 3040738 4470 ...... ll%&(IQ: ....:. 3041769 4470 ••• •• 05%26/i 1 • 3042887 4470 l lf�l+l�l t• ' 3042905 4470 O1P10/t2 ". ...... . ..... # 3046081 4470 •.••.• MATO •.•... 3047636- 4470 08/08/13 •• 0D0A8.AM 4470 07/D9/9i ....:. OD lAKAM 4470 07/n7V* ••• 1 OY9Q5.AM 4470 ••• 041V f98 1B9A8.AM 4470 09/0V91? 2B 8A4.AM 4470 07/02/97 3B9Q1.AM 4470 01/08/98 3D4Q2.AM 4470 05/30/97 797-03221-267 4470 09/27/07 797-03825-267 4470 07/21/08 797-10228-267 4470 01/23/15 UL LLC R1306 UL 790 04/04/17 PRI Constriction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-122-02-01 TAS 139 05/07/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-549-02-01 TAS 114 08/08/14 GAF-549-02-02 TAS 114 08/08/14 GAF-559-02-01 TAS 117(B) ' 09/30/14 N®A No.: 14-1030.01 Expiration Date: 11/04/18 MfAM4DADE COUNTY Approval Date: 05/04/17 Page 6 of 31 r ' 1 . IEVIDsENCE SUBMITTED. (CONTINUE D) Test Agency Test:Identifier Descrintion Date PRI Construction Materials GAF-559-02-04 ASTM D 1876 10/01/14 Technologies,LLC GAF-559-02-05 ASTM D 1876 10/15/14 GAF-559-02-06 TAS 114(H) 10/02/14 GAF-559-02-07 ASTM D 903 10/02/14 GAF-559-02-08 ASTM D 903 10/03/,11• t GAF-559-02-09 ASTM D 903 ••• 10/02/44 ....•-GAF-559-02-11 TAS 114 •• 10J24/j4: GAF-559-02-12 TAS 114 10/f4/lA GAF-559-02-13 TAS 114 10/15/14 GAF-559-02-14 TAS 114 •••.•• lOtl-/q}• A GAF-559-02-15 TAS 114 0 0 0 0.. 10"LV 14. ego" • GAF-559-02-16 TAS 114 ••�••• 10/15/14: ••••;• GAF-559-02-18 TAS 114 10/15/t4 •0 GAF-559-02-19 TAS 114 004:W11. 000000 .0009. IRT of S.Fl. 02-005 TAS 114 0•• 01/jb- Qp 0 • 02-014 TAS 114 03/22102 Trinity I ERD C8500SC.11.07 TAS 117 11/30/07 G30250.02.10-3-R2 ASTM D3909 06/03/15 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 11/16/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4-R2 ASTM D6401 06/04/15 G34140.04.11-5-R3 ASTM D4897 06/04/15 g G36780.07.11-R1 4470-TAS 114 07/18/11 G40630.01.14-1 ASTM D6163 01/06/14 G40630.01.14-2A ASTM D6164 01/07/14 G40630.01.14-2A-1-Rl ASTM D6164 04/10/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 SC6870.08.14-R1 ASTM D3909 09/04/14 Atlantic&Caribbean Roof 11-053 TAS 114 08/12/11 Consultants,LLC , N®A No.: 14-1030.01 Expiration Date: 11/04/18 MIAMI•DADE COUNTY Approval Date: 05/®4/17 . • 'Umw Page 7 of 31 i MheKnbrarie Type: BUR :Deck Type 11: Wood,Non Insulated Deck Description: Min. 15/32"thick or greater plywood or wood plank secured b in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(3): Anchor sheet mechanically attached to roof deck. 0 0000 All General and System Limitations shall apply. •••• •••••• ]Fire Barrier: TOPCOAT FireOue"Fire Barrier Coating,VersaShield°Fire-Resislzmt Slip Shiet Qr ; •. VersaShield°Solo'"'Fire-Resistant Slip Sheet installed per manufatt�,trgf'S install'atiol? (optional) •6•••• 0 •666•• instructions. 6 6 6 6 •• • Anchor sheet: GAFGLAS°#75 Base Sheet,Tri-Ply°#75 Base Sheet,Ruberoid°20 6'�ooth or ••• ••; GAFGLAS°Stratavent" Venting Nailable Base Sheet is secured aspdM:bed belt% 0 Miami-Dade County Approved min. 12 ga.annular ring shank nail,*14fain. 1-5/8 ifl. • Fastening D�a1}d •••••• Option#><: diameter tin caps are spaced 8 in. o.c.in the min.4 in.wide anchorSheet Side la in. o.c.in the field of the sheet in two staggered rows. 0 6 • .0060. (Maximum Design:Pressure:—45 psf.See General Limitation #7) • Fastening Miami-Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option#2: diameter tin caps are spaced 6 in. o.c.in the min 4 in.wide anchor sheet side laps and 6 in. o.c.in the field of the sheet in two staggered rows. (Maximum Design Pressure:—52.5 psf.See General Limitation#7) Fastening Drill-Tee'"'#14 Fasteners and Drill-Tee'3 in. Standard Steel Plates,Drill-Tec'"` "' Option#3: AccuTrac°Flat Plates or Drill-Tec T 3 in.Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c.in the min.4 in.wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure:—52.5 psf.See General Limitation#7) Fastening Drill-Tee"#14 Fasteners and Drill-Tec'3 in. Standard Steel Plates,Drill-Tec'" Option#4: AccuTrac°Flat Plates or Drill-Tec'3 in.Ribbed Galvalume Plate(Flat) are spaced 12 in. o.c.in the min 4 in.wide anchor sheet side laps and 12 in.o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure:—60 psf. See General Limitation#7) Fastening Drill-Tec'#14 Fasteners and Drill-Tec"'3 in. Standard Steel Plates,Drill-TecT" Option#5: AccuTrac°Flat Plates or Drill-TecT"'3 in.Ribbed Galvalume Plate(Flat) are spaced 8 in. 1 O.C.in the min.4 in.wide anchor sheet side laps and 8 in.o.c.in the field of the sheet in three staggered rows. (Maximum Design Pressure:—97.5 psf.See General Limitation #7) PlyWhen optional cap sheet is present: Sheet: Two or more plies of GAFGLAS°Ply 4,Tri-Ply°Ply 4,GAF GLAS°Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq.installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLAS'Ply 4,Tri-Ply°Ply 4, GAFGLAS°Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq.installed per, manufacturer's installation instructions. NOA No.:.14-1030.01 Expiration Date: 11/04/18 CM1AM1i'!1)ADEZ0UW Approval Date: 05/04/17 Page 27 of 31 t Cap Sheet: (Optional)GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®BUR Grande Cap Sheet or GAFGLAS EnergyCapT"Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20—40 lbs./sq.installed per manufacturer's installation instructions. tranular surfaced membranes; required for smooth membranes. , Chosen components must be applied according to manufacturer's application t instructions. X11 coatings must be listed within.a current 1NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq..respectively in a flpod coat pj.•• •... approved asphalt at 60 lbs./sq. •• • 2. Topcoat®Membrane or Topcoat®Surface Seal SB applied at 1 to 1",*J.4sq. • OR *0** .. Topcoat`s MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a pr MB ollowe'd Topcoat'Membrane applied at 0.5 to 0.75 gal./sq. :0:00: . .. .. ...... t • 3. Fiber Aluminum Roof Coating. •••••• t • Maximum Design • Pressure: See Fastening Above: •• •• • t , . 1 T d i 4 t t 3 i f i Y I NOA No.: 14-1030.01 Expiration Date: 11/04/18 MIAMI•DADECOUNTY Approval Date: 05/04/17 • Page 28 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS°.Ply 4 and GAFGLAS°Flex Ply7" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4"DensDecic Roof Board or'/z"Type X gypsum board is acceptable to be installed directly over the wood deck. 0000 • GENERAL L IM1 ITATIONS: •••• •••6 6• •• • • of 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing MateriaLs.]�irpctory'fpi 4d 0666:0 ratings of this product. ••6.6 6 0 0 0 0000.. 2. Insulation maybe installed in multiple layers. The first layer shall be attached in compliancy weitk Produi0fl 0 *of • Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt TLpphed within ft 0"'0 EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pa ttei'x2 bi t13e top?a�2r 0 0 0 0 0 0 0 3 .Alll standard panel sizes are acceptable for mechanical attachment. When applied in approvia s�lialt,panel 0 uze • . • ' shall be 4'x 4'maximum. """ 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell Foam in$tM t?ns 0 i when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applidu9ing spot• • ;0••0 mopping with approved asphalt, 12 diameter circles,24" o.c.; or strip mopped 8"ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable.A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf., as tested in compliance with Testing.Application Standard TAS 105. If the fastener value,as field-tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design valise listed within a specific system. Should the fistener resistance be less than that required,as determined by the Building Official,a revised fastener spacing, prepared,signed and sealed by a Florida Registered Professional Engineer,Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant(When this limitation is specifically referred within this NOA, General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements, 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,. perimeters, and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7'will not be applicable.) -10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. LEND'®IE THIS ACCEPTANCE NOA No.: 14-1030:01 s Expiration Date: 11104/1.8 AM�AMbDADE!OdNiY a Approval Date: 05/04/17 "'' ' ]Page 31 of 31 w a a TGFU.R'1306-Roofing Systems I } a Ultra-Flexible Ply 6") as the nailed base ply in the following O!^_512J17 i ~("GAFGL-�S@ Ply 4"or"Tri-PIY@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri PIyO systems. Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. ' mechanically fastened, Unless otherwise indicated,all insulations may be fully adhered with hot roofing asphalt or r "GAFGLAS@ Flashing"or"RUBEROID®' may be used for flashing in any of the Class A;8 or C systems listed below. perlite insulation. When"perlite"is referenced,this includes any UL Class Crushed stones or slag are suitable alternates for gravel in any of the Class A,8 or C systems lista B or C systems listed over C- Structural cement fiber building units are considered suitable to be included as a deck in the following Class � inimum 15/32 or NC. The use of 1/2.-"4n The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. • �••••� •••••• paper �rlit�/rosin • ; 9" ` thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. Class A,BorCsyst"Id*9 •9 9• 0900•• The use of polystyrene insulation board between minimum 3/4-in.thick perlite board and deck with rosin pap set***e•••• • • • paper/polystyrene/perlite) is a suitable alternate for poly Hot board in the following ••••. lt"s Trumbull"Perma Mop"may be ulized with any of the following "Asphalt Felt Systems with Hot Roofing Aspha ti0 00• • 00.0 ••`+• of the following systems. 000.00 000 . .•:.• "GAFGLAS®#60 Ultima`" Base Sheet' may be used in any R ions. • • of the following NC Cld1 SES •• 9••••• be used in lieu of any perlite insulation in any 9 be surfaced with llilin�atingsTM FiseShield I` "GAFTEMP Permalite Recover Board"may of the"Asphalt Felt Systems with Hot Roofing Asphalt may •••.•• Unless otherwise indicated,any . • • • • Roof Coating" applied at a rate of 2-1/2 to 3-gal/100 ftZ. . • • 9••..• CIa55 A, 13 and C • • • a Hot roofing asphalt,for-use with glass felts or modified bitumen membranes. membranes in any'applicabie Weld"SBS roofing membranes may be used in lieu of"RUBEROID@ Mop' SBS roofing "RUBEROID@ Heat Classification. Class A " 1. Deck: C-15/32 +_ncline: 3 sum Barrier Board(optional): —One or more lLLC"DensDeck@ Roofboard" or ayers minimum 1/4 in.thick Georgia-Pacific Gyp Gypsum Co. e SGMRX). • "DensDeck®Prime Roofboard"or"DensDecl<@ DCUROCK®Glass-Mat Roof Board' (Type in.thick United States GYP urate "SECUROCKO Roof Board (Type FRX G)orerlite/polyisocyan thickness. { perlite or wood fiber or glass fiber or polyisocyanurate or urethane or p R Ultra-Flexible Vapor Barrier:—one or more plies"GAF®SA Vapor Retarder"self-adhered Insulation: —One or more layers p or wood of isocyanurat e compost o°"GAFGLASOnFie)<Ply 6' or"Tri-PIyO composite or perlite/urethane composieeGl GAFGLAS@ Ply 4"or"Tri-PIY@ Ply 1 Ply Sheet:—Three or more adhered with hooties roofingasphalt. Ply 6",fully ' Surfacing:—Gravel. .Incline: 2 2', Dect<: C-15/32sum LLC"DensDeck® Roofboard" or Barrier Board(optional)'—•One or more layers minimum i/4-in.thick Georgia-Pacific YP Gypsum Co. (Type SGMRX). erlite/polyisocyanurate " "DensDeckO Prime Roofboard"or"DensDoerk® DCUROCK@ Glass-Mat Roof BoardRoofboard" or 'nanuat um 1/4-In. or urethare ltorp totes YP "SECUROCK@ Roof Board' (Type FRX-G) Poly'soc thickness.. perlite or wood fiber or glass fiber or Y 6"or"Tri Ply@ Ultra-Flexible Insulation: —One or more layers composite or wood fiber/polyisocyanurate comPpot o°rGAFGLAS®nF ex Ply composite or perlite/urethane comp G1"GAFGLAS@ Ply 4"or Tri-PIY@ Y ply Sheet: —Three or more plies TypeSheet"or"Tri Ply@ BUR Granule Cap Sheet"or"GAFGLAS@ EnergyCapTM Ply 6",fully adhered G3hGAFGLAS@ Mihot roofing neral Surfaced Cap Cap Sheet:—TypeSheet",fully adhered with hot roofing asphalt. Mineral-Surfaced Cap Incline:2 3. Dec„<: NC sum LLC"DensDec Gy Roofboard”or o Tonal): One or more layers minimum 1/4-in.thick Georgia-Pacific Gypsum Gypsum Co. Barrier states Board( p'' e SGMRX). nsDeck@ Prime Roofboard" or"DensDeckSEDCURGuard"OCKO lass�Mat Roof Board' (Typeor minimum .thick tordurethane oP De (Type FRX-G)or ' urn- "SECUROCK® Roof Board" One or more layers perlite or wood fiber or glass fiber P y 6' or"Tri-Ply@ Ultra-Flexible Li°nal)' perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maxim insulation (oPa composite or p PI 4" or"GAFGLAS@ Flex Ply . perlite/polyisocyanurate comp e G1"GAFGLAS@ Ply 4"or"Tri-PIY@ , Y ply Sheet: —Two or more plies Type SheetIt. " or"Tri-Ply@ BUR Granule cap Sheet"or"GAFGLAS®EnergyCaP Ply 6',fully adhered ,vitG3 hot roofing asph, asphalt." Mineral Surfaced Cap a5 h It cap Sheet:—Type fully adhered with hot roofing' P l"-4,Deck:C-15/32 ----g1i�i Sheat(ppii°nal): —Red rosin paper,nailed to deck: r ' of isoc anurate mechanically fastened or adhered with An thickness perlite or wood fiber or glass fiber or p Y Y T" Insauga:ion (op+ianaj): — Y a �k80 Ultima Base Sheep' n. l "c Fasteninq System"or any UL,Classified insulation adhesive. . _ cnocr" r,r"Tri-PTY®#y5•Base Sheet',or.'GAFGLAS@ { 1i/25/ :T1;" TGFU.R1306-Roofing Systems �T t35y<"S'saee :. One or more plies Type G1 "GAFGLAS@ Ply 4' or"Tri-Ply®Ply 4"or'GAFGLASO Flex Ply 6 or"l7i PIyO Ultra Flexible Ply 6", fully adhered•with hot roofing asphalt: Cap Sheet%—Type G3 "GAFGLASO Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet"or"GAFGLAS@ EnergyCapT`^ Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt. s oaiin (Optic aa9)i—"'United Coatings'"'TOPCOAT@ EnergyCoteTM Roof Coating"or"TOPCOAT®MB Plus Coati g"or"United Coatings'"Roof Mate MB Plus'Coating"applied at a rate of 2-gal./100-ft.2. 5. Deck: NC Incline: 3 Base Sheet;—One ply Type G2"GAFGLAS@#75 Base Sheet"or"Trl-Ply@#75 Base Sheet"or"GAFGLAS@#80 Ult!maTM Base Sheet" or"GAFGLASO Stratavent@ Nailable Venting Base Sheet"or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet"or"GAFGLAS(D Stratavent@ Nailable Venting Base Sheet" or"GAFGLASO Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet:—One or more plies Type G1"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible Ply 6",fully adhered with hot roofing asphalt. 9r Ca TM Cap Sheet::—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-PIyO BUR Granule Cap Sheet"or•"GAFGLA$Q tai9Y P•••• • Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt. �••� : �• 00 6, Deck: C-15/32 Incline:2 X00000 r • • • Barrier Board(Optional): —One or more layers minimum 1/4-in.thick Georgia-Pacific Gypsum LI6C*R0hjSDeckC 6_loofbN:ard"or* • "DensDeck@ Prime Roofboard" yg d"or"DensDeck@ DuraGuardTM Roofboard"or minimum 1/4-in.thick Unke4itates Gsura eo. ••••• "SECUROCK@ Roof Board"(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX). •..... ••• . • e•• Insulation: —One or more layers perlite or glass fiber or polyisocya n u rate or urethane or perlite/pg141%cyenurate com ,-40 te or perlite/urethane composite or phenolic, 1-in. minimum(offset,,a minimum of 6-in.from plywood deck Joints). Base Sheet:—One or more plies Type GI"GAFGLASO Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLASO PIl�M:%or"Tri-Ply®Ultra-Flexible* • a Ply 6"or Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"or"GAFGLAS@#80 Vlt!ma $Base Slt eet"er Typexi "GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet",mechanically fastened or fi illy adhefed 11 1T hot roving . asphalt. Membrane:—One or more plies"RUBEROID@ Torch Smooth"or"Tr!-Ply@ APP Smooth"or"RUBEROIDO Torch Gr�nulet•r "RUBEROIDO Torch 180"or"Tri-Ply@ APP Granule",torch applied or"RUBEROID@ Mop Smooth"or"RUBEROIDO MoV0ooth 1.5"or "RUBEROIDO Mop Plus Smooth"or"RUBEROIDO Mop Granule"or"Intec Flex PRF" or"Tri-Ply@ SBS Granule"fully adhered with hot roofing asphalt. r Cap Sheet:—Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri Ply@ BUR Granule Cap Sheet"or"GAFGLAS@ EnergyCapT 14 Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt. 7. Deck:C-15/32 Incline:2 Barrier Board (Optional): -•-One or more layers minimum 1/4-in.thick Georg!a-Pacific Gypsum LLC"DensDeck@ Roofboard"or "DerisDeck@ Prime Roofboard"or"DensDeck@ DuraGuardTM Roofboard"or minimum 1/4-1n.thick United States Gypsum Co. "SECUROCKO•Roof Board" (Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX). insulation (Optional): —One or more layers perlite or wood fiber or glass fiber or poly!socyanurate.or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. Base Sheet:—Two or more plies Type G2"GAFGLAS@ #75 Base Sheet"or"Tri-Ply@#75 Base Sheet"or"GAFGLAS® #80 UltimaT"' Base Sheet"or'GAFGLAS@ Stratavent@ Nallable Venting Base Sheet"or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" "GAFGLAS@ Stratavent@ Nallable Venting Base Sheet"or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet(Optional): —One or more plies Type GI"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Ply Flex 6"or"Tri-Ply R Ultra-Flexible Ply 6",fully adhered with'hot roofing asphalt. r "or"Tri-PIyO APP Smooth"or"RUBEROID®Torch Granule"or Membrane:—One or more plies"RUBEROID@ Torch Smooth , "RUBEROIDO Torch 180"or"Tri-Ply@ APP Granule",torch applied or"RUBEROID@ Mop Smooth"or"RUBEROID@ Mop Smooth 1.5" or "RUBEROID@ Mop Plus Smooth"or"RUBEROID@ Mop Granule"or"Intec Flex PRF"or"Tri-Ply@ SBS Granule"fully adhered with hot roofing asphalt. Cap Sheet:—Type'G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet"or"GAFGLAS@ EnergyCapTM Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt. 8.Deck: NC Incline: 2 Barrier Board(Optional): —One or more layers minimum 1/4-1n.thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or "DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuardTM Roofboard"or minimum 1/4-in.thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G)or"SECUROCK®Glass-Mat Roof Board"(Type SGMRX). Insulation(Optional): =Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened,any thickness. Base Sheet:-One or more plies Type G2"GAFGLAS@ #75 Base Sheet"or"Tri-Ply.#75 Base Sheet"or"GAFGLAS@#80 Ultima T"' Base Sheet"or"GAFGLAS@ Stratavent@ Nallable Venting Base Sheet"or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet"or "GAFGLAS@ Stratavent@ Nallable Venting Base Sheet"or"GAFGLAS@ Stratavent@ Perforated Venting Base,Sheet",mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: —One or more plies Type G1"Gor"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible AFGLAS@ Ply 4"or"Tri-Ply@ Ply 4" Ply 6",fully adhered with hot roofing asphalt. Cap Sheet:—Type G3•"GAFGLASO Mineral Surfaced Cap Sheet"or"Tri-Ply,@ BUR,Granule Cap Sheet';fully adhered with hot roofing asphalt. Coating:—"United Coatings'" FireShield MB Roof Coating"applied at a'rate of 2-1.,/2,to 3-gal./100-ft-2. 9. Declt: C-1.5/32 Incline: 1 Barrier Board(optional):*—One or more layers minimum 1/4-in.thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or "DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuardTM Roofboard"dr.minim0bn.,l/4-in.thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX G)or"SECUROCK@ Glass-Mat,Roof Board"(Type SGMRX). ,_... __n. _.r),.nr rnrirP ravers oerlite or wood fiber qr glass fiber or polyisocyanurate^orutethan Ad�rrr.env thickness. 1