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RF-15-674 t =1 s>+O"Fs y Miami Shores Village 3 Perhr"Vie:R6 3� 10050 N.E.2nd Avenue NW c Miami Shores,FL 33138-0000 "P e: •��tea` Phone: (305)795-2204 APMOS F�oriio Issue Cate, ti/2{i`1!S .. Expiration: 09/28/2015 Project Address Parcel Number Applicant 117 NW 94 Street 1131010330720 JULES RAPHAEL Miami Shores, FL Block: Lot: �_.�.Owner Information Address 117 NW 94 ST_ Phone Cell � .n. ,�. ,..�.�. � �.� JULES RAPHAEL MIAMI SHORES FL 33150-2239 Contractor(s) Phone Cell Phone Valuation: $ 12,800.00 TOP SEAL SERVICES (305)754-7844 Total Sq Feet: 2300 Type of Work:Re Roof Available Inspections: Additional Info:REROOF TO A NEW COLORTHRU TILE ROOF Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-3-15-54935 CCF $7.80 04/01/2015 Check#:30672 $788.80 $50.00 DBPR Fee $4.50 DCA Fee $4.50 03/25/2015 Check#:30662 $50.00 $0.00 Education Surcharge $2.60 Bond#:2657 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $10.40 Total: $838.80 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,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: T11ceLfythat all the oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonng. ore, I aut rize the above-named contractor to do the work stated. April 01, 2015 Authorized Si ature:Owner Applicant / Contractor / Agent Date Building Departm t Copy April 01, 2015 1 Florida International Engineering and Testing Lab LLC F * 1 * E * 7500 NW 25 Street,#241, Miami, FL 33122 FLORIDA INTERNATIONAL ENGINEERING Telephone: (305)378-1991-Fax: (305)378-1997 &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Miami-Dade Lab Certification#07-0612.11-State of Florida ca#27273 --------------------------------------------------------------------------------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: -��C. v,11_Ai Job Address: 14 �• iti ►. iF..t i _ — t—A.- Roofing Contractor: t i IV 4:X1,2`` Permit Number: h r • _ 4• +-1 r Type of Tile: '3,& Approximate Roof Height: ( feet Slope: a l Z Approximate Square Footage: 7 4 S"s ft z Type of Access to Roof: Ladder Other Required Testing Force: ( 35 lbs. Testing Equipment: F.G.E. 100x Shim o Instrument Date Installed: GSIy,�j 1i Date of Inspection: 1 --------------------------------------------------------------------------------------------------------------------- TEST RESULTS P= PASS, F= FAIL Test Test Test Test Test Location P or F Location P or F Location P or F Location P or F Location P or F 1 fj 21 \-6 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 1 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 1 52 1 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 --------- ----------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: S ft RESPECTFULLY SUBMITTED BY: Area Units or ft2 No.of Tests Perimeter p C Z Field ( v C Corners 2, Hips& Ridges i Vinayagar M.Balakrishnan V �U( � State of Florida Lic#63107 FLORIDA INTERNATIONAL ENGINEERING WESTING LAB, LLC .1 Job Address: ol t-A\Al 14 _ -• 1 �� Contractor: Talzt Sketch of Roof pePY KQ r Ll Notes Miami Shores Village R CRI 7ED Building Department MAR 2 5 2015 f 10050 N.E.2nd Avenue, Miami Shores, Florida 3313 Tel:(305)795-2204 Fax:(305)756-8972 BY• INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 O BUILDING Master Permit No. �j - s- PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC Rj ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F--]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 117 N.W. 94 Street City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcel#: 11 -3101 -033-0720 Is the Building Historically Designated:Yes NO x Occupancy Type:ResidariLoad: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name(Fee Simple Titleholder): Jules Raphael Phone#: (309) 791-0274 Address: 117 N.W. 94 Street City: Miami Shores State: Florida zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Top Seal Services Phone#: (305) 953-3333 Address: 598 N.W. 54 Street City: Miami State: Florida Zip: 33127 Qualifier Name: Ronald Medina Phone#: (305) 598-3270 State Certification or Registration#: =1330119 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 12,800.00 Square/Linear Footage of Work: 1400sctft. Tile Type of Work: ❑ Addition 900Sct. Flat yp ❑ Alteration ❑ New [� Repair/Replace 900t Demolition Description of work: Reroof to a new Colorthru Tile roof and Flat Mineral Cap sheet roof. Specify color of color thru tile: Paradise Island` Tan Submittal Fee$ W Permit Fee$ 3w W CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ Z:zna -CD TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will b ' ered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of c cement ust be po ed at the job site for the first inspection which occurs seven (7) days after the building permit is issue In th ab nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. d Signature Signature OWNER or AGENT A The foregoing instrument was acknowledged before me this The foregoing instr ent /was a nowledged before me this _ Q 0 day of /�c�„r� 20 /6 by �day of /�lr.-,�,•�(,� 201 ,� by J kJ t:, Pht�e ( ,who is personally known to f22at,,(C1 / -A� ,who is personally known to me or who has produced as me or who has produced as identification and who did take an ath. identification and who did take an oat . NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: r. MARYLOU HE ANDA ey'• MARYLOU HERNANDEZ Seal: = '' _ ,- MY COMMISSION A FF 059092 Sea I: _ Y MY COMMISSION ti FF 059092 a. EXPIRES:October 10,2017 1y. Y, EXPIRES:October 10,2017 % f1f ,•' Bonded Thru Notary Public Undenrriters7if Bonded Thru Notary Publ c Underwriters *************************** ******************************************************************************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) Property Search Application - Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:3/20/2015 Property Information Folio: 11-3101-033-0720, Property Address: 117 NW 94 ST Owner JULES RAPHAEL&W ALOURDES 117 NW 94 ST Mailing Address MIAMI SHORES, FL 33150-2239 a Primary Zone 0800 SGL FAMILY-1701-1900 SQ IAMI ORES Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 13/2/0 Floors 11ilk Living Units 1 Actual Area 2,028 Sq.Ft Living Area 11,295 Sq.Ft Adjusted Area 11,611 Sq.Ft Lot Size 19,375 Sq.Ft Taxable Value Information Year Built 11940 20141 20131 2012 Assessment Information County Year 2014 2013 2012 Exemption Value $50,000 $50,000 $50,000 f Taxable Value $48,152 $46,702 $45,086 Land Value $126,750 $84,750 $67,500 School Board Building Value $109,637 $109,775 $123,343 Exemption Value $25,000 $25,000 $25,000 XF Value $1,655 $1,6821 $2,109 Taxable Value $73,152 $71,702 $70,086 Market Value $238,042 $196,2071 $192,952 City Assessed Value $98,152 $96,7021 $95,086 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $48,1521 $46,702 $45,086 Benefit Type 20141 2013 2012 Regional Save Our Homes Assessment ! Exemption Value $50,0001 $50,000 $50,000 Cap Reduction $139,890 $99,505) $97,866 Taxable Value $48,1521 $46,7021 $45,086 Homestead Exemption ( $25,0001 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 PreviousI OR Book- Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sale Price{ Pae Qualification Description School Board,City, Regional). 9 11/01/1989 $75,000 14335-0068 2008 and prior year sales;Qual by Short Legal Description' exam of deed MIAMI SHORES SEC 6 PB 10-39 07/01/1977 $47,500 09756-1098 1 Qual by exam of deed LOT 22&E1/2 LOT 21 ELK 132 LOT SIZE 75.000 X 125 OR 14335-68 1189 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 3/20/2015 A 4a- { •, y i f # NOAl2-0222.02 Raspberry Sorbet Paradise Island Tan --''DARD 1 HBCS7530 STANDARD 1 HBCS0084 /17 �),LJ, 9 4� 3- STANDARD y In Stock in Lake Wales; Made to Order in Pompano Made to Order in Lake Wales and Pompano i I Belleair Beach Blend Irving Blend -=�D 1 HBCS6258 STANDARD 1 HBCS6255 STANDARD E i i I i j �;. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ECE'VF : .MAR 5 2015 Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. Section A(General Information Master Permit No. ' Process No. Contractor's Name Top Seal Services Job Address 117 N.W. 94 Street ROOF CATEGORY M Low Slope ❑ Mechanically Fastened Tile ? Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New Roof IX Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area(SF)900sgft. Steep Sloped Roof Area(SF)1400sgft. Total(SF) 2300sgft. Section B (Roof Plan) Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 34` i i I �L4 3 14 — Ila i 15.34 2010 FLORIDA BUILDING CODE—BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 201 High-Velocity Hurricane Zone Uniform Permit Application Form. Section C(Low Slope Application) Surfacing: N/A Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component is not used,Identify as"NA") Field: 9 "oc @ Lap,#Rows 2 @ 9 "oc System Manufacturer: GAF Perimeter: 6 "oc @ Lap,#Rows 4 @ 6 "oc Product Approval No.: 13-1022 - .15 Corner: 6 "oc @ Lap,#Rows 4 @ 6 "oc Design Wind Pressures,From RAS 128 or Calculations: : P2: -71 . P1: 7 P3: —108.0 —42.8 Number of Fasteners Per Insulation Board: Max.Design Pressure,from the specific Product Field N/A Perimeter N/A CornerNLA_ C Approval system: —52.5 Illustrate Components Noted and Details as Deck: Applicable: Type:--','700d Woodblocking,Cutter, Edge Termination, Stripping, Flashing,Continuous Cleat, Cant Strip, Base Flashing, Gauge/Thickness: 1 XS Counter-Flashing,Coping, Etc. 5 Indicate: Mean Rdof Height, Parapet Height, Height of Slope:-- Base Flashing,Component Material,Material Thickness, c Fastener-Type, Fastener Spacing or Submit Manufactur- Anchor/Base Sheet&No.of Ply(s):N/A ers Details that Comply with RAS 111 and Chapter 16 Anchor/Base Sheet Fastener/Bonding Material: - _ N/A a I5 gee'l �� N( Insulation Base Layer: N/A gee v �► �� Base Insulation Size and Thickness: N/A S �leiM � FT. N/A Base Insulation Fastener/Bonding Material: /A Parapet : ') Height Top Insulation Layer: N/A a ■ Top Insulation Size and Thickness:N/A Top Insulation Fastener/Bonding Material: N/A W oc zc�- Mean Roof Base Sheet(s)&No-of Ply(s): (1 ) #75 base sheet Height Base4heetRFsrtener/Bonding Material: " _ nails (0� Ply Sheets)&No.of ply(s): 2 plies of ply 4 Ply Sheet Fastener/Bonding Material: Type 1V. mopping asphalt Top Ply: 0 )_layer of Mineral Cap sheet • T�p Pty Fastener/Bonding Material: '1'YPe V mgping asRhalt 2010 FLORIDA BUILDING CODE--BUILDING 15.35 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. Seaton d $tggp Slope Roof $y tem,l i Roof System Manufacturer: Boral Roofing, LLC Notice of Acceptance Number: 12-0222.02 w Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): a 1• -39.1 P2. -68.1P3. -100.7 r F i i r R w w i i i i w i SA 511 .pe4-F_-00SYste-LI)w.egrWi.m i r r f i w i ---_.___... ------ _---- Deck Type. � r \. w .1_. 6 - ---- --- _ - .---- - i ___- Type Underlayment (1 ) 301b. ASTM D-226 I Roof Slope: _._ _ ` 3 12 ---- - -- _ -_._-_._,.__._. Insulation: IN/A Fare Barrier: 1 N/A 1 'e �. - ---------._". J.L. Ridge Ventilation? i -t� s g N A Fastener Type&Spacing: (1--1/4" RIS nails2 rows 12" /c Adhesive Type -41 foam adhesive settin ..._._... _. ° _.( . t Type Cap Sheet: self adhering .---------------- _ Mean Roof Height: 13 g: Boral Barcelona Roof Covering: 900„ -` `"`i � � 1 r Type&Size w � Drip Edge., i -------.---__.___-,_.._s i i i i � ��.«.....«.b_>..,.....�s..._._.__—•_--_.... _-......«ate,.. .«..-.................... _--<,.....�. - n+b»�..-+._+� R 15.36 2010 FLORIDA BUILDING CODE—BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. ; E13al Baroelcm 900 Section E (Tile CalcaalationsZ For Moment based tile systems,choose either Method 1 or 2.Comparethe 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. o e Method I"Moment Based Tile Calculations Per RAS 127" (PI,-39.1 XX-313 =12.24)-Mg; 8*0E-j6 k14.19 Product Approval Mf 29.3 t1,0 patty (P2;-68-1x%-31-4 =21.32)-Mg: R_05=Mr213_2.7 Product Approval Mf_22.a tFD patty (P3-IQQl x x-313 =31-52).Mg: 8-05 =Mr3 23-47 Product Approval Mf 29.3 tFD pate Method 2"Simplified Tile Calculations Per Table Below" • Required Moment of Resistance(Mr)From Table Below Product Approval Mf a Mr required Moment Resistance* e Hei MeanRoof SI0>egh4 15' 20' 25' 30' 40' F v 2:12 34.4 36.5 38.2 39.7 42.2 ; 3:12 $2.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 $5.1 37.3 • 5:12 28.4 30.1 31.6 32.6 34.9 6:12 26.4 28.0 29.4 30.5 32.4 a 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based die systems endorsed by the Broward County Board of Rules and Appeals. Por Uplift based die systems use Method 3.Compared the values for Fwith the values for Fr.If the F'values are greater than or equal to the Fr values, for each area of the roof,then the tile attachment method is acceptable. o Method 3"Uplift Based Tile Calculations Per RAS 127" (PI; x L = x w:= �•W: x cos t3 =FrI Product Approval 1 • (P2: x L = x w:= -W: x cos B =Fr2 Product Approval F' o (P3: x L = x w:=_)-W; x cos 8 =Fr3 Product Approval 1 a Where to Obtain information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineeri ng analysis prepared by PE based on ASCE 7 0 o Mean Roof Height H Job Site o Roof Slope B Job Site Aerodynamic Multiplier Product Approval ; Restoring Moment due to Gravity M Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F, Product Approval a Required Uplift Resistance Fr Calculated ; Average Tile Weight W Product Approval tl oTile Dimensions L=length Product Approval . W=width All calculations must be submitted to the building official at the time of permit application. 2010 FLORIDA BUILDING CODE-BUILDING 15.37 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor.The owner's initial in the adjacent box indicates that the item has been explained. 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics (appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing,the existing wood roof deck may have to be ren ed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior t emoving the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between nei hboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. ` 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking ca a viewed from below.The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining this appearance. r 5. Ponding Water: The current roof system and/or deck of the building may not drain well and m cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. r 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not 0 oaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the int i r of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception:Attic spaces,designed by a Florida licensed engineer or registered chitCeliminate the attic venting,venting s not be required. .— � O er / gent's Signature Date ConttWr ` Sign A 17 ALr Property Address Permit Number M1® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/oera 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 construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the 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: Barcelona 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 renews and revises NOA#07-0220.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.02 MAWDADE COUNTY �tv' Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 1= 17" TAS 112 High profile, interlocking, one-piece,'S' w= 13" shaped,high-pressure extruded concrete roof '/2"thick tile equipped with three nail holes. For direct deck or battened nail-on,mechanically fastened,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete Width:varies roof pieces for use at hips,rakes,ridges and varying thickness valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date 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 11 TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail-On) NOA No.: 12-0222.02 MIAMMDiADE COUNTY Expiration Date: 04/26/17 W Approval Date: 04/19/12 Page 2 of 7 r • Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Professional Service Industries, IC-1320-94 Physical Properties Feb. 1995 Inc. TAS 112 The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996 Engineering,Inc. 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (3" Headlap,Nails,Direct Deck,New Construction) The Center for Applied 25-7688-4 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (4" Headlap,Nails,Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering, Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 122 TAS 112 January 2007 A" AnENOA No.: 12-0222.02 MIAMF lalmte COUNTY Expiration Date: 04/26/17 • Approval Date: 04/19/12 Page 3 of 7 � t 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. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w ) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w (ft) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers -A,(ft?) Tile '%(ft ) X(ft) Profile Batten Application Direct Deck Application Barcelona 900 0.289 0.313 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 Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 NOA No.: 12-0222.02 CMIAMMADECM0 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 48 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0 Field Clip) 1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0 Eave Clip) 2-10d Smooth or Screw Shank Nails 27.6 27.6 38.6 Field Clip) 2-10d Smooth or Screw Shank Nails 38.1 38.1 41.8 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Pol foam Product, Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Polyfoam Pol Pro TM 66.5 Polyfoam Pol ProM 38.7 3 Large paddy placement of 63 rams of Pol Pro TM 4 Medium paddy placement of 24 rams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Barcelona 900 Mortar Set 24.5 5. Tile-Tite Roof Tile Mortar NOA No.: 12-0222.02 MLAMFMDe COU Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 7 s , 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 BARCELONA 900 TILE(LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0222.02 MIAMNDADE COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 7 PROFILE DRAWING NAIL HOLES OVERLOCK 3 5/8" 17 " 13" UNDERLOCK BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 12-0222.02 MAMMADE COUNTY= Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7 MIAM MIAMI-DADE COUNTY ME 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.eov/economy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments 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 revises NOA#11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMNDADE COUNTY NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page l of 8 � 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Catep-ory: Underlayment Material: SBS , APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'8" x 3'3-3/8" waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR-Xe Roll: TAS 103 and A fine granular/sand top surface self-adhering, underlayment 65' x 3'3-'/8" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1 & #2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32'10"x 3'33/8" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self-adhering, glass- underlayment 65' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location tile underlayment. #1 & #2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'10"x 3'3-'/8" ASTM D 1970 glass-fiber/polyester reinforced, with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self-adhering, glass- Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self-adhering, glass- Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 12-0713.02 MIAMI•DADE COUNTY Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 r � PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self-adhering, polyester Manufacturing Location 65'8" x3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08-R1 TAS 103 12/04/08 PI 0870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.1I TAS 103 03/02/11 P33370.04.1 I ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390. 08.12-1 TAS 103 & TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRI01 I I l ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798 & G 15 5 07/06/09 Momentum Technologies, Inc. JX201-17A TAS 103/ASTM D4798 & G 15 5 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D813 TAS 103/ASTM D4798 &G155 02/18/10 DX231)8A TAS 103/ASTM D4798 & G155 02/18/10 MIAMI•DADE COUNOA No.: 12-0713.02 NTY • Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 � 1 INSTALLATION PROCEDURES: Deck Type 1: Wood, non-insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-'/a"and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 12-0713.02 QMIAMMIQ�AQE CO=UNTYExpiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR-Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations da s MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter Haven,FL. 180 180 180 180 180 180 180 90 Hazelton,PA. N/A 30 30 180 N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR-Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR-Xe Polystick TU,TU Polystick TU Plus,TU P,Tile Max Pro Flat Tile Prohibited without 5:12 No limitation No limitation battens Profiled Tile Prohibited without Prohibited No limitation No limitation battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. MIAM4DADE COUNTY NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. I i Roofing Tiles ------------ --------_- (6 Max Per Stack) I I I i M 12 c 6 — W A Rnof Deck prepared with POLYS-nCKTU Plus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR-Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR-Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR-Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ)or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. 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. QMIAMWMOUNTY ...l BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 12-0713.02 MIAMI•DAD;COUNTY Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar"on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6"wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of TV 12"or greater. It is suggested that on pitch/slopes in excess of 6 'A"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. MIAMNDADE COUNTY NOA No.: 12-0713.02 • Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 12-0713.02 MIAMI-DAD,COUNTY Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 MIAM MIAMI-DADE COUNTY MMIDPRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/sera 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the 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: 3Mrm 2-Component Foam Roof Tile Adhesive 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 renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. Y NOA No.: 12-0228.18 Expiration Date: 05/10/17 Muv�i•aewecouNrr Approval Date: 05/10/12 FU=sa Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160. Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prope Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F., 2 weeks +6.0%Volume Change @158°F., 100%Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 MIAMI•DADECOUNTY Expiration Date: 05/10/17 �gj...e , Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat, low, &high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. FFW F'= MS NOA No.: 12-0228.18 MIAMI-DADE COUNTY Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance, expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30 & 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grams) paddy Min. (grams) Flat,Low, High Profiles #1 35 N/A High Profile(2 Piece Barrel) #1 17/side on cap and 34/ an N/A Flat,Low, High Profiles #2 24 N/A Flat,Low, High Profiles #3 8 NOA No.: 12-0228.18 MIAMI•DADE COUNTY Expiration Date: 05/10/17 � Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTM 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Paddy(Beneath Tile) Nail through plastic cement Paddy(Beneath Tile) Underiayment Underiayment 10 in. `-2 in Eave Course Fascia Eave Course Fascia Weephde Eave course only: Eave course only: Eave closure Eave Closure Keep adhesive approx. Keep adhesive approx. Drip edge 4 in.up from weepholes 4 in.up from weepholes Nail through plastic cement Paddy(Beneath Tile) Option 4s for 1)Place enough adhesive to achieve n l 23 steep pitch applications Nail through plastic cement Undedayment _--__ square inches in contact with the pantile 2)Turn covers upsidedown.Place adhesive 112 in. To 1 in.From outside edge of cover tile. Then install the tile. o _ = Und'daymerd 10 in. 2 in. Eave Course Eave Closure _ Remov = _ Eave ceurse only: top portion Keep adhesive approx.4 in.up Fascia of the save = Sheathing from weepholes course cover tile. Abut to second course of Optional pan tiles.Ensure eave end of Point u Mortar pan and cover tiles are P flush at eave line. on longitudinal edges of file Eave closure Weephde Fasda (mortarshown) NOA No.: 12-0228.18 MIAMI•QADE COUNTY Expiration Date: 05/10/17 • e Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through Plastic cement Paddy(Beneath Tile) Nail through Plastic cement Paddy(Beneath Tile) Underlayment Underlayment e 7 in. . 2 in. 7 in. vr 2 in. Eave Course Fascia Fascia Weephole %Eave Course Eave closure Drip edge Eave Closure Nail through Plastic cement Paddy(Beneath Tile) Undedayment in. Eave Closure Eave Course Fascia NOA No.: 12-0228.18 Expiration Date: 05/10/17 MLAWDAIDE COUNTY Approval Date: 05/10/12 IFT111:192311 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy Nail through plastic cement Single paddy under tile (between file) Undedayment Single paddy between file Paddy 2 in.x 7 in.medium (under file) size paddy eave course only Single Paddy S3 n.x 3 in. Sin. under tie x 3 in. g4 in. 2 in. -------- Single paddy on 0 2 in. 4 in. pSingle le on under- layment under- layment Single paddy Fascia have course on top of tile Weephole Single paddy 2 in.X 7 in.medium Eave Eave closure on top of filesize paddy eave % Course Drip edge Fascia course only Nail through plastic cement Single paddy under file Single paddy between tile 3 in.x 3 in. 4i Single paddy on undedayment 2 n. Single paddy Eave Closure on top of the 2 in.x 7 in.medium size paddy eave course only Eave Course Fascia L END OF THIS ACCEPTANCE NOA No.: 12-0228.18 MAMI-DARE COUNTY M Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 t • MIAMI- MIAMI-DADE COUNTY � PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/eeonomv GAF 1361 Alps Road Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof Systems for Wood Decks. 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 and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 13-1022.15 CMIAMI-DADERUONTY Expiration Date: 11/04/18 APPROVED: Approval Date: 11/06/14 Page 1 of 16 t ROOFING SYSTEM APPROVAL Cateizory: Roofing Sub-Catezory: BUR Material: Fiberglass Deck Type: Wood Maximum Desien Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS4'#75 Base 39.37" (1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS#80 UltimaTM 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coated, fiberglass Base Sheet Wide base sheet. GAFGLAS®FlexPly'm 6 39.37" (1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Ply 4 39.37"(1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS° Mineral 39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS® EnergyCapTM 39.37"(1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCoteTM GAFGLAS® Stratavent®R 39.37'(1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with Eliminator TM Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS® Stratavent° 39.37' (1 meter) ASTM D4897 A nailable, fiberglass base sheet impregnated and EliminatorTMNailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid®R SBS Heat- 39.37'(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld TM Smooth Wide modified asphalt and smooth surfaced. Ruberoid° SBS Heat- 39.37'(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- WeldTM 25 Wide modified asphalt and smooth surfaced. Ruberoid®20 39.37'(1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. Ruberoid Mop Smooth 39.37'(1 meter) ASTM D6164 Non-woven polyester mat coated with polymer- wide modified asphalt and smooth surfaced. NOA No.: 13-1022.15 MIAMI•DADECOUNTY Expiration Date: 11/04/18 • Approval Date: 11/06/14 Page 2 of 16 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description FireOutTM Fire Barrier 5, 55 gallons Proprietary Low VOC, water based fire barrier coating. Coating VersaShield°Fire 350 sq. ft. roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat" Surface 'Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuardTM Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardTM RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardTM RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardTM Perlite Roof Insulation Perlite insulation board. GAF EnergyGuardTM Perlite Recover Board Perlite recover board GAF EnergyGuardTM RA'Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation SecurocO Gypsum-Fiber Roof Board Gypsum roof board United States Gypsum Corp. Structodek*High Dlensity Fiber Board High density fiber board Blue Ridge Fiberboard, Inc. DensDeck®Roof Board Gypsum board Georgia-Pacific Gypsum LLC NOA No.: 13-1022.15 MIAMI•DADECOUNTY Expiration Date: 11/04/18 PPR 40— • ' Approval Date: 11/06/14 Page 3 of 16 . 5 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-TecTM#12 Fastener Insulation fastener for steel, various GAF wood& concrete decks. 2. Drill-TecTM#14 Fastener Insulation fastener for steel, various GAF wood& concrete decks. 3. Drill-TecTM XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-TecTM ASAP 3S Drill-TecTM#12 Fastener with Various GAF Drill-TecTM 3" Standard Steel Plate 5. Drill-TecTM 3" Steel Plate Round galvalume stress plate 3"round GAF used with Drill-TecTM fasteners. 6. Drill-TecTM 3" Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill-TecTM fasteners. 7. Drill-TecTM AccuTrac"Flat AZ-SS aluminized steel plate 3" square GAF Plate for use with Drill-TecTM#12 Fastener, Drill-TecTM#14 Fastener and Drill-TecTM#15 Fastener. 8. Drill-TecTM AccuTrac° Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill-TecTM fasteners. NOA No.: 13-1022.15 MIAMI-DADE COUNTYM Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 4 of 16 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Resjearch Corp. J.1. 2138A4.AM 4470 07/02/97 J.I. 3139QLAM 4470 01/08/98 J.I. ODOA8.AM 4470 07/09/99 J.I. OD lA8.AM 4470 07/29/94 J.I. OY9Q5.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC R1306 UL 790 07/22/13 PRI Construction 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-270-02-02 ASTM D226 11/15/10 GAF-276-02-01 Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/l0 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-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 IRT of S. Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity I ERD 630250.02.10-3-R1 ASTM D3909 11/26/12 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 ASTM D6401 04/25/11 G34140.04.11-5 ASTM D4897 04/25/11 G34140.04.11-5-R1 ASTM D4897 10/18/13 G40630.01.14-2A-1 ASTM D6164 01/07/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10-3-R1 ASTM D3909 11/26/12 NOA No.: 13-1022.15 CML"AAMDAD EQOUNTY Expiration Date: 11/04/18 APPROVEMD Approval Date: 11/06/14 Page 5 of 16 Membrane Type: BUR Deck Type 1: Wood,Non-insulated Deck Descriptions 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield®Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS®#80 UltimaTm Base Sheet, Stratavent°Eliminator TM Nailable Venting Base Sheet, Ruberoid°20, Ruberoid° SBS Heat-Weld TM Smooth or Ruberoid® SBS Heat-Weld TM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS' Ply 4, GAFGLAS°F1exPlyTM 6, GAFGLAS`''#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf. See General Limitation #7) GAFGLAS®R Ply 4, GAFGLAS F1exP1yTM 6, GAFGLAS®R #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM#14 and Drill- Te cTM 3" Steel Plate, Drill-TecTM AccuTrac®Flat Plate or Drill-TecTM AccuTrac Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf. See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS`'#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf. See General Limitation#7) GAFGLAS°#80 UltimaTM Base Sheet, Ruberoid°20, Ruberoid®Mop Smooth, base sheet attached to deck with approved P/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure—60 psf. See General Limitation #7) GAFGLAS#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #l2 Fastener or Drill-TecTM #l4 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac'®Flat Plate or Drill-TecTM AccuTrac® Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf. See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf. See General Limitation #7) NOA No.: 13-1022.15 Miaoane ouN nr Expiration Date: 11/04/18 R Approval Date: 11/06/14 Page 14 of 16 Fastening Options: GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM (Continued) #12 Fastener or Drill-TecTM#14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrac"�Recessed Plate 8"o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9''o.c. in the field of the sheet. i (Maximum Design Pressure—75 psf. See General Limitation#7) Ply Sheet: One or more plies of GAFGLAS"' Ply 4 or GAFGLAS°#80 Ultima Base' Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mapping of approved asphalt applied within the EVT range and at a rate of 20401bs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options I 11 i NOA No.: 13-1022.15 MIAMI-DADE COUNTYM Expiration Date: 11/04/18 Approval Date: 11/06/14 age 15 of 16 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS°Ply 4 and GAFGLASO'Flex PIyT" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4"DlensDeckTm Roof Board or 1/2"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may;be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'(maximum. 4. An overlay ano/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot 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 12 lbs./sq. Note: Spot attached systems shall be limited to a in 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 275 lbf. 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 value listed within a specific system. Should the fastener 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 attachmen 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 61 G20-3'of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-1022.15 QMMIAMMADOMOUNTY Expiration Date: 11/04/18 ''� Approval Date: 11/06/14 Page 16 of 16 TOFU-81306 -Roofing Systems Wage 2 of 2 Structural cement fiber building units are considered suitable to be Included as a deck in the following Class A,B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating.The use of 1/2-In, minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene Insulation board between minimum 3,c-In.thick perlite board and deck with rosin paper(perlite/rosin paper/polystyrene/perlite)is a suitable alternate for polyisocyanurate board in the following Class A,B or C systems, "EnergyGuard" RA"or"Tapered EnergyGuardTM RA"or"EnergyGuard1I Composite RA" may be substituted for any Atlas Roofing Corp. polyisocyanurate insulation in any of the following Classifications, Trumbull "Perms Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLASCp)#80 Premium Base Sheet"may be used in any of the following systems, "GAFGLASC) Flex Ply 6"and"Tri-Ply® Ultra-Flexible Ply 6"are suitable alternates to"GAFGLAS(&Ply 6". "GAFTEMP Perrnalite Recover Board"may be used in lieu of any perlite insulation in any of the following NC:Classifications. Unless otherwise Indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with"Fireshield MB"at 2'/2 to 3-gal/10o- fC2. "Ruberoide Dual Smooth"may be used as an alternate to"Ruberoid®Mop Smooth"or "Ruberoic4 20"or"Ruberoide 20 HT"' "Ruberoid®Mop Smooth 1.5"may be used as an alternate to"Ruberoid®Mop Smooth" Class A, B and C Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes. "Ruberoide Heat Weld"SBS roofing membrane may be used In lieu of"RuberoidO Mop"SBS products in any applicable Classification, Class A 1. Deck: C-15/32 Incline: 3 Insulation(Optional):--One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or periite/polyisocyanurate composite or perlite/urethane composite or wood III ber/polyisocyanurate composite or pheno:ic,any thickness. Ply Sheet: —Three or more plies Type GI or"GAFGLASO Ply 4"or"Tri-Plyp Ply 4"or"GAFGLASO Ply 6"hot mopped. Surfacing: —Gravel, 2. Deck: C-15/32 Incline: 2 Insulation (Optional):--One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/poiylsocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. Ply Sheet:—Three or more plies Type G1 or"GAFGLASO Ply 4"or"Tri-Plye Ply 4"or"GAFGLASO Ply 6", Cap Sheet; —One ply Type G3"GAFGLAS(D Mineral Surfaced Cap Sheet"or"Tri-Piye Mineral Surfaced Cap Sheet"or"GAFGLASe EnergyCap"BUR Mineral Surfaced Cap Sheet." 3. Deck:NC Incline: 2 Insulation (Optional): --One or more layers perlite,wood fiber,glass fiber,polyisocyanurate, urethane,periite/polyisocyanurate composite, periite/urethane composite, wood flber/polyisocyanurate composite,phenolic,2-in, maximum. Ply Sheet: —Two or more plies Type GI "GAFGLASe Ply 4","Tri-Ply®Ply 4" or"GAFGLASe Ply 6". Cap. -W One ply Type G3"GAFGLASe Mineral Surfaced Cap Sheet"or"Tri-Ply(&Mineral Surfaced Cap Sheet"or"GAFGLASO / e gyCap"' Mineral Surfaced Cap Sheet." /4, Deck: C-15/32 Incline: I SiivSSheet(Optional):--Red rosin paper, nailed to deck. Insulation (Optional): --Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified Insulation adhesive. Base Sheet:—One ply Type G2 "GAFGLAS®#75 Base Sheet"or"Tri-Ply®#75 Base Sheet"(may be nailed), Ply Sheet: —One or more plies Type GI"GAFGLAS(&Ply 4"or"Trl-Ply@ Ply 4"or GAFGLASe Ply 6", Cap Sheet: –=3rie ply Type G3"GAFGLASe Mineral Surfaced Cap Sheet"or"Tri-Plyp Mineral Surfaced Cap Sheet"or"GAFGLASe EnergyCap" 507Mineral Surfaced Cap Sheet," Surfacing(Optional):—"TOPCOAT(D EaergyCoter""applied at a rate of 2-gal/100-ft2, http://dai:abase.ul-com/egi-bin/XYV/template/LISEXT/l FRAME/showpage.h.tml?natf,e=TG... 9/9/2013 .s OR Miami Shores Village .... ...� Building Department 10050 N.E.2nd Avenue 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: 3/20/15 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Jules Raphael Property Address:117 N.W. 94 Street Miami Shores, Fl 33150 Roofing Permit Number: Dear Building Official: I Jules Raphael certify that I am not required to retrofit the roof to wall connections of my building because: q 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) SignreC/ Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 0 d of_ /�(ti.t ryG� �O/J ------ MARYLOU HeRwrrwQ Y . MY COMMISSION i FF 059092 AR Notary Public, Sate of Florida at Large EXPIRES:October 10,2017 ~ ltl Ski, Bonded Thru Notary Public underwriters • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more th 300,000.00,an e w ing s a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009