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RF-06-2652Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/08/2007 Inspector: q) 1Jr; Ue 1 Owner: SHWAS, PAUL � Job Address: 363 98 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ANGELL ROOFING Block: Permit Type: Roof Inspection Type: Final Work Classification: Roof - New Phone Number (786)259 -5258 Parcel Number 1132060135640 Lot: Phone: 305 -324 -1166 Building Department Comments flat and tile roof replacement Passed Inspector Comments J Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, June 7, 2007 Page 1 of 2 Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 June 4, 2007 Angell Roofing 918 Northwest 7 Avenue Miami, Florida 33136 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 363 Northeast 98 Street Miami, Florida Information provided by client: Permit Number: RF10062652 Date Completion: May 29, 2007 Roofing Contractor: Angell Roofing Project Number: 07 -1700 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Clay S Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area and (1) in the comer areas were conducted. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 363 Northeast 98 Street Miami, Florida Reileh Engineering Corporation — Project Number - 07 -1700 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 363 Northeast 98 Street Miami, Florida Project Number: 07 -1700 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation — Project Number - 07 -1700 — Page 3 of 5 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation — Project Number - 07 -1700 — Page 4 of 5 55 35 56 35 57 35 58 35 59 35 60 35 61 35 62 35 63 35 64 35 65 35 66 35 67 35 68 35 69 35 70 35 71 35 72 35 73 35 74 35 75 35 76 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 07 -1700 — Page 5 of 5 79 27 1 16 4 60 61 66 67 26 9 46 49 91 47 50 99 11 18 21 20 14 94 79 19 96 76' 07 -1700 AMOK 1200P T51 LOCATIONS ANf7 17IMaN510N5 ML A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL. DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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 -Dadc 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.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polyproo AH160 as manufactured by Polyfoam Products, Inc. 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 Polypro® 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 Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment 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 Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 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.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1 PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 Polymers Division 02/01/94 Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 01- 6739- 062b[I] ASTM F. 84 11/16/94 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. Polypro® AH160 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 Polypro® AII160 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. F' W 2 F'= MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3of7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AB 160. 2. Polypro® AH160 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 Polypro® AH160 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. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by PoIyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® 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. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 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 Polypro® AH160 has been dispensed. 9. Polypro® A1-1160 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 Flat, Low, High Profiles Placement Detail High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles #1 #2 #3 Single Paddy Weight Min. (grams) 35 17 /side on cap and 34 /pan 24 Two Paddy Weight per paddy Min. (grams) N/A N/A N/A 8 LABELING: All Polypro® 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. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 Nail through plastic cement Underlayment ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy (Beneath Tile) 10 in Eave Course 4.!% Eave pure Nail through plastic cement Umlerlayment Fascia Eave course onlp: Keep adhesive approx. 4 ht. up from weepholes Paddy (Beneath The) Nail through plastic cement No jiiitill‘t., NN,4,.. tin . Eave Came = ; Fascia Eave closure P edge Underlaymenl 10 in Paddy (Beneath Tile) Eave course only: Keep adhesive approx. 4 in. up from weepholes 1) Place enough adhesive to achieve 17 to 23 Optional2x4•s for square inches In contact with the pan Ole p PKch app1catbns 2) rum covers upside down. Place adhesive 1/2 In. To 1 in. From outside edge of cover tile. Then install the tile. 10 in. 2 in. Undlerlayment Nail through plastfc cement Eave Course Eave course only: Keep from weep olapprox. 4 in. up Eave Closure Fascia Remov top portion of the eave course cover Ole. Abut to second course of Pan tiles. Ensure cave end of pan and cover tiles are flush at eave lint Eave closure (mortar shown) • Weephote Fascia Bo Sheathhtg Optional PolIkp cm ogittuddinalr Ms edges NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 Nail through plastic cement ADHESIVE, PLACEMENT DETAIL 2 SINGLE PATTY Paddy (Beneath Tile) Eave Closure Nail through plastic cement Underlayment Nall through plastic cement Underlayment Paddy (Beneath Tile) 7 in. 2in. Eave Course Fascia Weephole Eave closure Drip edge Paddy {Beneath Tile) Eave Closure Fascia NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Miami Shores Village Buildin 1 epartment 10050 N,E.2n venue, Miami .,hores, Florida 33138 Tel: (305) 795.2204 Fax: ( 5) 756.8972 BUILDING PERMIT APPLICAT FBC 2001 iO/oIo� ON la(dl5 J Permit No. o --z-(5 Master Permit No. Permit Type (circle): Building : ectrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Pc,..,,A , `►e, SCA. S° •G..S Phone # 3O --:1 Owner's Address `3 (p2 A.'1 q s City VIA e ev.eS State P 1 Tenant/Lessee Name 1550;0 Zip 33 Phone # Job Address (where the work is being done) 3 e 3 E g k l h 34 4-c c '- City Miami Shores Village County Miami -Dade F L Zip 3•_13S Is Building Historically Designated YES NO Contractor's Company Name (l corinci Phone # G5) 3V 11(.012 Contractor's Address City en 1 State L Zip 33 1 3G Qualifier Or 11 =3 A f ki r � 1 State Certificate or Registration No. CC C 0 18 g Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 'h 1 5 IQ b� . 8� Square Footage Of Work: 1 50 Type of Work: [Addition ['Alteration ONew 13"/Repair/Replace ❑Demolition Describe Work 11 lroc .T) 1C 1200-- PT .pIOCC * * * * * * * * * * * * * * * * * * * * * * * * * * ** ****************************** Submittal Fee $ Permit Fee $ f.�`� CCF $ �' l�D� CO /CC. Notary $ Training/Education Fee $ .l- Technology Fee $ 6 Scanning $ 6.00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 'Y 'ln (Continued on opposite side) 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S ANNIDAVIT: 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 brochutewill be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of c. ' in e' a must e : `osted at the job site for the first inspection which occurs seven (7) days after the building permit is sued In \tbs ce % s . ch posted notice, the inspection will not be approved and a reinspection fee will be charged Signature 0 ` Owner or Agent The foregoing instrument was acknowledged before me this 20iib',by PP day of V Ct MBA- whoi NOTARY PUBLIC: Sign: Print: My Commission E to me or who has produced As ide ficat . n d who did take an oath. ontractor The fore oing instrument was acknowledged before me this day of PITir b►,2 , by (1 haYIts ANje who ist pally kno to me or who has produced identifica a and who did take an oath. astillo D5917: Ir.iir �A1�tcam NOTARY PUBLIC: Sign: Print: My Commission Exp * * * * * *** MARGARITA PARDO' Notary Dublic. State of Flail My comm, expires Aug. 03, 200g No. DD458004 *** * ** * * *** * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 *************************** * * * ** * * * * * ** * ** *** *** * * * * * * ** ** * * * * * * * * * * ** * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Z Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO, STATE OF FLORIDA: COUNTY OF MIAMI -DAOE: TAX FOLIO NO. THE 1JNDE SIGNED,hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 1. Legal description of property and street/address: S • ` .. R fIIMIM 1111MENdill1i111i11 + = f U 200.61R 10 21L 2'.a OR Bk m4 7 Ps 1454; (los) REC :ORDED? la�`f22/2lar�6 1.x:261033 HARVEY RUV'I 4 CLERK OF COURT MANI -DA E COUNTY' FLORIDA LAST PAGE 2. Description of improvement: 3, Owner(s) name and address: G,. 1 a TI`p r7ra, ` �^" �• Interest in property: Name and address of fee simple, titleholder: 4. Contractor's name and add ess: 5. Surety: (Payment bond required by owner from contractor, i HER Name and address: • Arnount of bond $ 6. Lender's name and address: 'ClfrIt;-'777F- Y aR7!FY that'i+iis rs 3 #n1s ttic,= on - ttarid rvt iai $0.0. wt Ot #ne day •f ,ry courts ,.."'�1 � Y 1:4 I ,M N.. ,., Wn "n^'i1 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8, In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration different date is specified) Q date is 1 year from the date of recording unless a Signature of Owner Print Owner's Name 6'c.�,�,.. i -f- Sworn to and subscribed before me this '± day of �R Notary Public Print Notary's Name _ My commission expires: u"", 1 9 E0 /T0 3Ei' d Notary Public, State of Florida `My cowl expires •. r . ENIdOOd - 1139NV Prepared by _- `{y>. c -li Address: 'Pt' W 7 4 v,43 ZZOLbZESOE Z9:60 SOH/FA/TT EZ8LPE2S02 .1‘ F 06-2_651 QQj 2 5 2006 SECTION 1524 Q Ye ,1111(4 E ZONES REQUIRED OWNERS NOTIFICATItF1N`I1+ MYOT'dM CONSIDERATIONS 1524.1 As t ie to n t o it is the responsibility of the roofing contractor to provide the owner with the require + g t and t xplain to the owner the content of this section.. The provisions of Chapter 15 of the F o : in ode, tiding 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 Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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. 05 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 1)‘") 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. P5, 4. Exposed Ceilings: Exposed, open beam ceilings are where the - underside of -the roof decking can be viewed from below. The -owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of' the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. () 5 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may 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. 0/ 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water: Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance_with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior 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. Owner's/Agent's Signature •• ••• • • ,• • • •• • • • •.•••• • • • • • • • • . ••• •• • •-, • •Date • • • • •••• •• •• •••• • •• • • • •• • •' • • • • • ._ • • • •' • .• • ••• • • • • • • • • • • • • • • • •, CAVH..a...0 1.14 SmbvAciew.ueLLa ail &M.plTamppT.e.p.nui tetesn .* %. CYL .1QSbIQNAPS oteln N Mon n • • • ••• • • , • • • • • • • .11 • • •• •• • • • • • ••• • • • ••• •. pURJECT TO COMPLUAN «r. WITH ALL ERAL STATE AND COUNTY RULES AND REGULATIONS HIGH - VELOCITY HURRICANE ZONES 44.20 Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Section A. (General Information) Process No. Contractor's Name /.--/ 1/ 1401'1'10j. Job Address &P E C7f L Pr-f'-e)- ROOF CATEGORY • Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile Asphaltic ❑ Metal Panel/Shingles Wood Shingles/Shakes Shingles ❑ New Roof ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) fc0 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. • • • • to wr • • • ••• • • • • • • • • • • • • •• .• • • • •• •• ••• • • • ••• • • FLORIDA BUILDING CODE — RESIDENTIAL Florida Building Code Edition 2004 Hi. h Velocit Hurricane Zone Uniform Permit A Heaton Form. Section C (Low slo Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not us d, identify as "• A ") System Manufacturer NOA No.: f )2 Design Wind Pressures, From ' RAA,S 128 or Calculations: Pmax1. 2 Pmax2: v Z'Y� Pmax3: –) L /S Max. Design Pressure. From e Specific NOA System: 5 $��jc Deck: Type: 1v®0cl Gauge/Thickness: I X te/ % 17) Slope: F1(rj 7 Anchor /Base Sheet & No. of Ply(s): f Anchor /Base Sheet Fastener/Bonding Material: Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: it/ Top Insulation Layer: /1". Top Insulation Size and Thickness: A/ j Top insulation Fastener /Bonding Material: n,/ eA OS lication HIGH- VELOCITY HURRICANE ZONES Fastener Spacing for Anchor /Base Sheet Attachment Field: I " oc @ Lap, # Rows @ " oc Perimeter. f " oc @ Lap, # Rows ,@ to " oc Corner: L, oc @ Lap, # Rows ' @ " oc Number of Fasteners Per Insulation Board Field !t Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination. Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. ,c3Vvt-c. 0 p ief 15-ba - ltj►c VII)&�� FT. Base Sheet(s) & No. of Ply(s): p/% -ex 0 !2 - 7s Base Sheet Fastener/Bonding Material: n-e Ply Sheet(s) & No. of Ply(s): moo xte Tro) Ply Sheet Fastener /Boning Material: Top Ply: /fit/ Lf j�j L1belt7e74•.G'7Cs17. • • • • Top Ply Fastener/ Bondi . g Material: • • rt kV i n ti 1 KcrN k7 Surfacing: • • • • • • •• • • • •• • •7• 114Ll • • • • • • • • • • • • • • •• • ••• • •• • • • • • • ••• •• • • • • • • • • • ••• • • ••• • • ••• • • • • ••• • • • •• • • • • • • • • • ••• • • • • • • • • • • • • • • •.• •• • • • •• •• ••• • • • ••• • • FLORIDA BUILDING CODE — RESIDENTIAL • •• • yFT. • V 1 Parapet Height Z3 Mean Roof Height 44.21 HIGH-VELOCITY HURRICANE ZONES FiorkistAulicting;00,de:gcji.404;;20,04 High Velo.cityliorribaneZonithiiform kerrniiApOlibailbn'Form; Section D (Steep 'Sloped Ro-Of-System) Roof. System Manufacturer: Product Approval Number: 05- 090i. o (to Minimum Design Wind.Pressuresi.l.f.AppliCatits*OrnifiASAttcortalCulations): pi: P2: /D. 7 1 pat: 20.71 Maximum Design Pressure. Product Approval Specific System: Method of tile:attachment: PniyPOOM., 0,3 Roof Slope:. i4 Steep Slobed:RoofSvstenv:Description, 1).eckType: woDd T4 bi Oy C Dx • 'NA) Dod \ ' • ype Underlayment: Insulation:* Fire Barrie:. 301P 1t34-ril T.04. 1 • N Fastener !Type. &.:SpaCingApAr y4 1441)5 +i r.scciPs v a•cl• • it, the loo 4 row; i" 0. e. +ht Pei * ** Mean Roof Height: 4,4 27 • • • • • • • • • • • .;'..PeS4201ftij;..1 • • • • • •• • • • 12..31 • • • • • • • • •• • • 0 • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • 111 • • • , • • 0, • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • lasr*AlzwPriw: ?ft' ,• • nI+" "s" c14.( OOP . Ti It • • • • • • • • • • • • • • • • • •• •• •• • • • 3" cae.04 HIGH-VELOCITY HURRICANE ZONES Florida Building CodeltditiOn2004 _ High Velocity Hunicane ZonaUnifOrrn'Pennitpnlication Form. Section E (Tile Calculations) For Moment based tile systems.? •choose either Method 1 orl.:COmpared the vanes for Mr with the values from 1*. lithe Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile •attachment method is acceptable. Method 1 "Moment Based Tile Calcuhttions.Per'RAS127": (PI: 0.° x X 0.2.89 = t. ol ) - NI; 1. zts M,. S Product Approval MJIS .61 (P2: Ir. 1 xX-P-711C=.1-1.4f )- M12l Product Approval M,( 1 .9 (P3:45". I x 0 z fl 2-1,q11 )- -1," •• A4,3LblS Product Approval MO Method 2 "Simplified Tile CalewhitionTer Table Required Moment of Resistance (Mr) From Table Below Product Approval M, Mr Required MumentReA4tenflue7 Mean Roof Height --).. Roof Slope 4 15' 20i. 25' 30 40' 2:12 _ 34.4 38.8 38.2 391 42.2 3:12 324 34.4 360 37:4 39.8 4:12 304 324 438 -38.1 37.3 5:12 28:4 30.1 ' 31.6" Fx.._ 34.9 812 28.4 28.0 - 29.4 30.5 32.4 7:12 244 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systemsendoised by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr, If the F' values are greater than or equal to the Ft values, for each area of the roof, then the tile attachment method *acceptable, Method 3 "Uplift Based Tile aleidationsPerRAS 127" (PI : 1: - ) W: Cos:66-:.12' PTO, Product Approval F' (P2 x 1: m x w: x CA, FAZ ,-- Product Approval (P3 : x I: x w: )-W; x conat: Product Approval F. Where JO Obtaitanforination Description Symbol Where-to find Design.Pressuro. PI fQf P2.or P3 , RAS127 Tebleortl.eii' engineering analysis prepared lry -PE based on ASCE Mean 14)0l1:iglu 14 Job Site Roof. Slope 0-.' ' Job Site., Acre:dynamic Multiplier I, * • 'dt Approval - Produ Restoring Moment due toGravity . • 62/ • : ' ePrsalbct Apprdval • • Attachment RegiStalICC: • Iiiit • • ;PredWit Required Moment Reslatanee ' ;A i .1 : _NitpriVaC Minimum Attachmem Resistance • • Fb • • • • Product Arprovair • Required Uplift Resistance' Fx.._ ' aliiiilairrit Average Tile Welaht W Product Approval Tile Dimensions • • Ir• length • , dth • • Predust Approval • • • • • • • • All calculatims must be submitted to Ste littilditg fliglicitt•at - timerocpernifteielication. • • • 0•• • FLORIDA BUILDING CODE - RESIDENTIAL • • ••• • • • • 0•• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •1 •0 • • • •0 00 0•• • • • ••• • • 44.23 MIAM hDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Clay Forever, LLC 6645 NW 77th Avenue Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 m rnnfacturer 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Alb= "S" Clay Roof The LABELING: Bach 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 revises #02-1115.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Jorge Acebo. .. . • • • • • • • • ... • .. ... .. • • • .. • • ... • ... • • • • • • • • • • • • .. • • • • • • • • • • • • • • • • • • • .. ••l • • ..• • • • • ... • • • • • • • • • • • • • • ... • . • • • • • • • • • • • • .. .. • • • .. .. 0 .. • • • 0 .. • • NOA No.: 05- 0901.06 Expiration Date: 12/16/07 Approval Date: 12108/05 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Roofing Tiles Clay 1. SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Clay Forever, LLC. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Auplicant Altusa One Piece 'S' Tile Trim Pieces Clip Clip Test SnSSiflcataons L =181" TAS112 W =10.5" 1/2" thick nominal 3.25" high Length: varies Width: varies varying thickness L =6" D = 0.125" L&h =2" W =1/z" 0.05" thick 2.1 SUBMITTED EVIDENCE: Product Description High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications with minimal headlap of 2-1" TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. PA 114 Tile clip PA 114 L Shaped tile clip Test Aaencv Test Identifier The Center for Applied 94-083 Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing PRI Asphalt Technology, Inc. 94-084 25- 7200 -1 Project No. 307025 Teti #C• -7 • d1 F-0b?3 o2-I.1 • Test Name/Reuort Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain • • •• PA • •. • PA 102(A) •• • •• ••PA102 • • • ••• • •••• • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • •• • • ••• • • • ••• • • • • .•• • • • • • • • • • •. •• .• • • • •• • • • ••• • • • • • .•• • • • • • • • • • • • • • • • • • • • •• •• • ..• • • ibk April 1994 May 1994 Feb. 1995 Oct. 1994 May 2000 October 2001 NOA No.: 05- 0901.06 Expiration Date: 12/16/07 Approval Date: 12/08/05 Page 2 of 7 Test Asenev Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier 7161 -03; Appendix III 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report PA 102 Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Da Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 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 RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 'Altusa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations •• ••• • • • • • •• • • • • • • • • •• .•• •. • • • •. • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • • • • • • • • • • • •• •• • ••• • • • NOA No.: 05- 090L06 Expiration Date: 12/16/07 Approval Date: 12/08/05 Page 3 of 7 Table 1: Average Weight (W) and Dimensions (1 x w Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Altusa 'S' file 6.9 1.52 0.875 Table 3: Restoring Moments due to Gravity -114 (ft-Ibf Tile Profile Table 2: Aerodynamic Multipliers - A, (ft3) 4": 12° Tile 6": 12" X (ft3) ? (ft3) Battens Profile Battens Batten Application Direct Deck Application Altusa 'S' Tile Battens Direct Deck 0.253 0.274 Table 3: Restoring Moments due to Gravity -114 (ft-Ibf Tile Profile 3": 12° or WS 4": 12° 5": 12° 6": 12" 7 °:12° or greater Altusa 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 Table 4:- Attachment Resistance Expressed as a Moment - M1 (ft-Ibf) for Nall -On S,►stenis Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Altusa 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nall 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 28.7 28.7 N/A 2 .#8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 1 Screw with Altusa Clip (See c ip details) Altusa "S" 11151 1 Screw with clip (at the head of tile) 187.1 187.1 N/A Altusa "S" Tile' 1 Screw with clip (at the water course of tile) 35.2 35.2 N/A 1. Screw must be Installed in the Inside nail hole located nearest to the hump of the tile. .. ... • • • • • .. • • • •• ••. .• • • • .. • • • ..• • .•. • • • • • • • • • • • • NOA No.: 05- 0901.06 •••.• ..• •. • • • • • • • • • • • • • Expiration Date: 12/16/07 • • • • • • Approval Date: 12/08/05 Page 4 of 7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .• •• • •• •. • ••• • • • ••• • • Table 5: Attachment Resistance Expressed as a Moment M1(ft Ibf) for Two Patty Adhesive Set Systems 'file Profile Tile Appiic anon Minimum Attachment Resistance Altusa 'S' file Adhesive 29.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft Ibf) for Single Patty Adhesive Set Systems T11e Profile Tile Application Minimum Attachment Resistance Altusa 'S' Tile Polyfoam PolyProTm 66.5" Polyfoam PolyProm 36.7° 4 Large paddy placement of 63 grams of PollyProl". 5 Medium paddy placement of 24 grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar Set Systems The Profile Tile Application Attachment Resistance Musa 'S' Tile Mortar Set' 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Miami Dade County Product Control Approved ". 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. PROFILE DRAWINGS ALTUSA 68' CLAY ROOF TILE t• • •• • • • •• • • • • • •• • • • ••• • • • • • • • • ••• • • • • •• • • • • • • ••• • • . •• • ••• • • ••• • • • • • NOA No.: 05-0901.06 • • • • • • Expiration Date: 12/16/07 • • Approval Date: 12/08/05 Page 5 of 7 ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLIP D1 TAILS 'SPANISH S' TILE BY ALTUS .) 2-112' OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE DECK CUP WITH ONE (1) SCREW ATTACHED TO DECK •• ••• • • • • • •• • • • • • • • • •• ••• 00 • • • •• • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • •• • • • 00 • • • • • • • • • • • . • 0 0 •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • CLIP NOA No.: 05- 0901.06 Expiration Date: 12/16/07 Approval Date: 12/08/05 Page 6 of 7 SCREW (HOLDS CUP ONTO DECK) 'SPANISH r TILE BY (rm.) CLIP DETAILS (CON'T) 21/2.OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE CLIP PLACEMENT DETAIL DECK 1 1/4 1 2/4 3l4 ♦ / ♦ / END OF THIS ACCEPTANCE .. ... • • • • • 00 • • • • • • • • • •• ••• •• • • • •• • • • •.. • ••• • • • • • • • • • • • • • • • • • • • • •• • • • 00 • • • • • • • • • • • • f • • •• • ••• • • • •0• • • • • •.• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • 00 •• ••• • • • •.• • • NOA No.: 05- 0901.06 Expiration Date: 12/16/07 Approval Date: 12/08/05 Page 7 of 7 M 1 A M IDE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUDDING 1M! WEST 1?LAGLER STREET, SUITE 1603 NIIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 Division (In Mani 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 immed iately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone /off)t�hee Florida Building Code. q DESCRIPTION: _ >9r a :'�0 /�Be03.'RE O ne0$, .E° �7 a e0At '4t 0t- 4. 9P 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 chap be available for inspection actin jebite at the requ..st clf•he Building Official. • • • This NOA renews NOA #02-0405.10 aad coafiists•df l3ages:l bjgh 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • •• •• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • .• • • • •• •• • • • ••• •• ••• • • • ••• i • ROOFING SYSTEM APPROVAL Csteg Roofing Sub- Catoiorv: SBSIAPP, Modified Bitumen Wood Itstsk.Thni Bkiimmn iEn Pressure Fire Clessific;ation: -75 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABiz 1 kE-4 Dimensions 5, 55 gallons GAF Asphalt Concrete Primer{Ma 307-- Primer) 'eld® Granules GAF WeatherCoat® Emnlhion (Maixix'M Fibered 305 Fmntkion) GAF Premium Fibered Aluminum Roof Coating (MatrixTu System Pro Fibered 301) GAF Jetblack All Weather Plastic Cement (Matrix►u _ - Standard Wet/Dry -Roof Cement 204) GAFGLAS#89TK Base Sheet GAFGLASFlex-PIyni 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Smrfaced Cap Sheet GAFGLAS® STRATAVENT® Ermine= Perforated 60 lb. Bags 1001b. bags 5 gallons 1, 5 gallons Test Product puecifcation ftigiago. ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral.Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. - 39.37"g-weer) . ASTM D 4601 Asphalt impregnated and coated glass Wide at base sheet. 39.37" (1 meter) ASTM -D4601 Asphalt impregnated and coated, Wide fiberglass base sheet 3937" (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt_ Wide - with asphalt coating. 3937" (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt Wide • with asphalt coating. 3937" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Wide • surfaced with minera1-gnwul1 • 39.37" (1 meter) ASTM D3672 Fiberglass base sheet coated on both Wide •. • ASTM 4897 aides with asphalt. Surfaced on the • • • • • • • • bottom side with mineral granules • • • • • • • • • • • • • • • embedded in asphaltic coating with •• ••• •• • • • •• Amy perforati ons. • • • ••• • ••• • • • • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • ••• • • • •••• ••••••• • • • • ••• • • • • • • • ••• • • • • •••.• • • • ••• • •• •• • • • •• •• ••• • • • ••• • • NOA No: 03-0501.02 Expiration Date: 111061108 Approval - Date:10 3 Page 2 of 3/ Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - We1dTM Smooth RUBEROID® SBS Heat - We1dm Granule RUBEROID® SBS Heat - We1dT"i 170 FR RUBEROID® SBS Heat - WeldTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat- We lam 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.3T' (1 meter) Wide 5 gallons 1 meter (39.37") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D3672 ASTM D 4897 ASTM D-6164 Product Descrb tion Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. ASTM D-6164 Non-Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D4601,. Type II, UL Type G2 BUR ASTM D 3019 TYPe ID ASTM D -6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 Non Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SBS - modified base sheet Fiber reinforced, rubberized. Adhesive Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coaxed with fire retardant polymer modified asphalt and surfaced with mineral granules. 39.37" (1 meter) ASTM D 6164 Non Woven polyester mat coated with Wj4e • • • • 4STly D 5147 • fire retardant polymer modified asphalt • • • ; ; a ; ; and surfaced with mineral granules. 39.37' l me4ir): A.STM rY 5222° geavY duty, polyester reinforced, asphalt ide • • • ASTM 13 5147• modified bitumen membrane, smooth surface. • • • • • • • • • •• • • • • • •• • • ••• • ••• • • • ▪ • • • • • • • • • • •• • • • • • • • • • • •• ••• • • • • • ••• • • • • • • 0 • • • • • • . • • .• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval ° Date:10/23 /03 Page 3 of 32 Product RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle- MateTM Underlayment Tile -Mate Modified Base Sheet Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37' (1 meter) Wide . 5 gallons 5 gallons 100 lb. cartons, bulk 60 lb. kegs 4 sq•;o11 •. 313 lbs. . 1.5 hproolli • • • • • • • • • • • • •• • •• • • Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM.D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM D312, Types I, II, III and IV • • • Produ Descriptict on Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule.surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.i Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer- modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non - fibered. Aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt • • Fiberglass reinforced shingle • • • • • • underlayment • AST/4135247'SBS modified asphalt base sheet and • • • • • • • mterply sheet reinforce with a glass fiber mat tile underlayment. • ••• •. • • • •• • • • • • ••• • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • • • • • •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • NOA No 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 4 of 32 Product Tile -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SE (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 MB Coating) WeatherCoteTM (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive Dimensions 1 sq. roll 103 lbs. 1 sq. roll 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test uecif ication ASTM D 5147 ASTM D 5147 ASTM D3019 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTMD 2824 ASTM D2824, Type I ASTM D 3019 Type III •• ••• • • • • • • •• • • •• ••• •• • • • • • • •••• •• • • • • • • •• • • • • • ••• •• • • • • •• • • • • ••• • ••• • • • • • • • • • • • • • •• •• ••• • • • • • •• Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Ceme=nt Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non- fibered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • ••• • • •• NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 5 of 32 APPROVED INSULATIONS: Product Naive GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTrm GAFTEMP Permalite Recover Board GAFTEMP GAFEDGET& Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line ACFoam I, II & Composite ISO 95+ ISO 95+ Composite EPS Wood Fiber High Density Wood Fiberboard PelitelUrethane Composite Perlite Insulation Dens Deck E'NRGY 2 & E'NRG'Y2 PLUS, UltraGard Gold TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Iiigh density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board. insulation ItatiWbV1ttt11b°60 . •. W aterfisi4 upi Aoatt • Polyisocyanurate foam insulation • • •••• •••• •• • • • • • •• • .. • . • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• ••• • • • •.• • • • • ... • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • •0• • • Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G-P Gypsum Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10123/03 Page 6 of 32 APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Product Name TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation GAFTITE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTTTE® (Drill -Tec®) ASAP GAFTTTE® (Drill Tec®) Base Sheet Fastener and Plate Galvalume Plates (Drill - Tec® Metal) Polypropylene Plates (Drill Tec® Plastic) Dekfast Fasteners #12, #14 & #15 Dekfast Hex Plate Dekfast Lock Plate #12 Roofgrip Fasteners Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener • TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre- assembled GAFfITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks • Galvalume hex stress plate. 2 7/8" x 3 yyr" 3" x 31/4" Manufacturer (With Current NOA) Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 36" GAF Materials Corp. 3" and 3 W' GAF Materials Corp. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. • e PYIeIIe•roW4pla • •••••••• • • • • • • • • • • Ins'1&tiofl 'fasttnef ' • • • assembly with recessed .0. . . giasticPlate••• • ••• • e • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • •• •• • •e• • • • •e• • • • • • • • • • • • • • • • • •• •• 000 • • • • ••• • • • • • • • • e•• • • • • • • • • • • • • • •• e• • ••• • e 3" round 3" square 3.2" Construction Fasteners Inc Construction Fasteners Inc. Construction Fasteners Inc. TTW Buildex Corp. ITW Buildex Corp. TTW Buildex Corp. Johns Manville NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 7 of 32 APPROVED FASTENERS: Fastener Number Product Name 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. InsulFixx Fastener 19. Insul-Fixx S Plate 20. Insul Fixx P Plate 21. Tru-Fast 22. Tin-Fast Plates 23. Tzu Fast Plates EVIDENCE SUBMITTED: Test Aaencv Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. IRT of S. Pl. IRT of S. Pl. TABLE 3 Product Description Insulation fastener Pre- assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachment Requirements FMRC 4470 . PA 114 Wind Uplift PA 114 GAF - 020 -02 -01 02-005 02 -014 • •. ••• • • • • • •. • • • • • • • • •• ••• .. • • • .• • • • ••. • • •. •••• • • ••••• •• • ••• •.. .• .. ... • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • •.• • • • • • • • • • ... Manufacturer Dimensions (With Current NOA) Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, Inc. SFS/Stadler 3" round 3 "round 3" round 3" round SFS /Stadler SFS/Stadler The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. Description Date FMRC 1996 01.01.96 J.I.1B9A8.AM 09.04.97 J.L 3D4Q2.AM 04.30.97 4483.04 97 -1 06.06.97 ASTM D 4977 02.01.02 TAS 114 01.18.02 TAS 114 03.22.02 ••. • • • •• • NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 8 of 32 Membrane Type: Deck Type 1: Deck Description: System Type E (1): APP /SBS Heat Weld Wood, Non - insulated 19 /' or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS HeatWeldTM Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4®, 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 lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure - 45,psf, See General Limitation #7) GAFGLAS Flex PlyTM 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 #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAPTITE) #12 or #14 Screws and 3" Plates, 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-Tec (GAFZTTE) 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) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 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. (Maximum Design Pressure —75 psf, See General Limitation #7) (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS lit Wald).One c mole plies GAFGLAS PLY 4 ®, GAFGLAS®SPLY 6( 11)yiorEGA.FrakAt Flex Ply 6 sheet adhered in a full mopping of ap ttml aspjllt ppliwwtlin the EVT range and at a rate of 20-40 lbs.sq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. • • • ••• • ••• •••• •• • •• • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • •• . •• • ••• • • • ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 28 of 32 Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat We1dTM PLUS, RUBEROID® SBS Heat- We1dTM PLUS FR, RUBEROID® SBS Heat WeldTm 170 FR, RUBEROID® SBS Heat- We1dTM, RUBEROID® SBS Heat We1dTM Smooth, RUBEROID® U1traCladTM SBS and RUBEROID® SBS Heat We1dnd 25 applied according to manufacturer's application instructions. Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 3001bfsq. respectively in a flood coat of approved asphalt at 60 lbJsq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat6 Emulsion at 3 gal./sq. (Torch Smooth applications only) 3. GAF Weathercote® MBi-(Matrix 715 MB Coating), Applied at 1 to 1.5 gaL /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 Maximum Design Pressure: See Fastening Above • . • • • • • •• ••• •• • • • •• •• ••• • • • • • •• • • • ••• • ••• •••• •• • •• • • • • • • • •• • • • •• • • • • • • • • • • • • • •• •• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10R3/03 Page 29 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply Tm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 14" Dens Deck or V2 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 and/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 lbsjsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi. 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 Engineer, 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. Perinneter 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. (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 with 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 (Le. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #'l will not be applicable.) 10. All products listed herein shall live st ilugijy ¢s ;urge aegdit in accordance with the Florida Building Code and Rule 9B -72 5f did Florida A'dmnxi;sIrabve Code. END OF THIS ACCEPTANCE • • • ••• • ••• •••• •• • •• • • • • • • • • • • • • •• • •. • •• • • •• • • • • • • • • • • • •• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • -• • •• •• • • • •• •• ••• • • • ••• • • NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 32 of 32 2002 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS .(TEVT) Roofing Systems (TGFU)— Continued Sur: acing: Gravel, 400 Ibs/sq, loose laid or applied in )'Flood coat of hot rooting asphalt. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers Type 01, 02 or C3, Membrane: One or more layers "Ruberoid Torch" (smooth.or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1.1/2 -3 gal/sq. 3 Deck: NC Incline: 1/4 Insulation (Optional): One or more layers: perlite, wood fiber,.glass fiber, any thickness, Base Sheet (Optional): One or, more layers Type 01, 02 or G3, Membrane: One or more layers 'of "Ruberoid' Torch" (smooth or granulery, "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus ".(granule). Coating;' Karnak No. 97, 1 -1/2 • 3 galt.e.q., ti;. .• 4. Deck: C -15/32 Incline:1 /2* Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite /urethane composite, phe- nolic, 1.1/2 in. min thickness (offset from plywood joints 6 in.). .Base Sheet: One or more layers of ,Type G2 or; G3. Ply Sheet (Optional): Otte or.more layers of Type 01. Membrane: One or• more layers 'of "• Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule),'NRuberoid'Mtap ".•(smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1-1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type 01, 02 or G3• Membrane: One or more layers of "Ruberold Torch" (smooth or granule), "Ruberoid Torch .Plus" (granule). Surtacing (Optional): Karnak "No. 97" or "169" at 1-3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C•15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber,'3 /4 In, min, isocya- nurate, urethane, perlide /isocyanurate ;cpmposite, perlite /urethane com- posite, phenolic, 1.1/2 in: min. Base Sheet (Optional): One or more layers of .Type C1, G2 or 03. Membrane: One or more layers of "Ruberoid •Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Phis" (granule), Surfacing Gravel. LT41 .. Insulation (Optional): or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane com•osite, wood Fiber /isocyanurate composite, phenolic. ,aaiv 1 r of Type 02 or 03 ptronal): One or more layers of •a 01 One or more layers of 4= lea (smooth or lsly"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mo • Plus" (granule). X ;, 1-1/2 - 3 gal /sq or gravel, ii. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in, min, isocya- nurate, urethane, perlite /isocyanurate composite, perlite /urethane com- posite, phenolic, 1-1/2 in, min, eft Base Sheet (Optional): One or more layers of Type 01, Gs2•orG3. • • Membrane: One or more layers of "Ruberoid Torc)L (smoot t granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mopr (smooth :r • granule) or "Ruberoid Mop Plus" (granule). • •• • ••• •• Surfacing: "AL MB Aluminum Roof Coating" at 1.2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, 4Iess fibtre 3/4 ire isocyanurate, urethane, perlite/isocyanurate rnmposr e,•perlita/ • urethane composite, phenolic, 1 -1/2 in, min.. •• • • • • • ••• • • Base Sheet: One or more layers of Type G2. "GAFGLfe#75 Else Sheet! • • hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type GI "GAFGLAS • � Ply_ • 4 ", hot mopped in place. • • • Membrane: "Ruberoid Mop FR" (granule). • • • •• • Surfacing (Optional): CAF Fibered Aluminum Coating 801 1 e2sgatlI q:• or GAF Weather Coat Emulsion at 3 gal/sq. 10. Deck: C•I5/32 Incline: 1/2 7 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Cuntinwed Insulation (Optional): One. or more layers perlite, glass fiber. 3:4 : min, isocyanurate, urethane, perlite /isocyanurate composite, pernte urethane composite, phenolic, 1-1/2 in, min. Base Sheet: One or more layers of Type 02 "GAFCLAS 175 Base Sheet hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type GI "CAFGLAS "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1.1 /2 hat. or GAF Weather Coat Emulsion at 3 gal /sq. . Deck: C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min„ wood fiber, perlite or glass iu,•: any thickness, hot mopped or mechanically fastened in place lww• offset 6 in. Base Sheet: One or more layers of Type 02 "GAFGLAS 1175 base Sheet hot mopped or mechanically fastened in place. Ply Sh'eet (Optional): One or more layers of Type 01 "CAFGLAS or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fiberec Al.u;minum•Coating at 1.1/2 gal; s.t .or GI.F Weather Coat Emulsion at 3 gal /sq. 2. Deck: 0-15/32 • ' j .Incline: 1/2 Insulation (Optional): lsocyanurefe` perlite cir glass fiber, any ness,. hot mopped or mechanically fastened in place. joints onset 6 .,, BaseiSheeh One or moreaayers of Type C2 "GAFCLAS 1175 Base Sheer hot mopped or mechanically fastened in place. Ply Sheep One or more layers of Type 01 "GAFGLAS Ply 4" ui "I'1y c• hot tnopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1.1 /2 gut; ,,; or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC • Incline: 1/2 Insulation (Optional): lsocyanurate, wood fiber board, perlttr, gt.,as • 'fiber, any thickness, hot mopped or mechanically fastened in place ;ow.. offset 6 in. Base Sheet: One or more layers of Type G2 "GAFCLAS 1175 Base Sheet hat mopped in place; Ply Sheet (Optional): One or more layers'of Type 01 "CAFGLAS Ply 4 or "Ply 6" hot mopped in place. • 'Membrane: "Ruberoid Torch 170FR" (granule). Saurfacing (Optional): "GAF Fibered Aluminum gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14, Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, pertne. gra, fiber, any thickness, hot mopped or mechanically fastened to puce j,., nt, offset.6'in. •' Base•.Sheet: One or more la'+ rs of "GAFGLAS 175 Base Sheet` ;mopped.ln place. Ply S)teeit(Qptional)( One or more layers of "GAF GLAS I'ly 4" ur 6 ".�hdl r1iopp,$d•'in place.. ' •• Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional):.GAF Weather Coat Emulsion applied at 3 gal, >.. or GAF Pibered Aluminum Coating•at 1-1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, perlite /isocyanurate composite or phenolic. • •Base Sheet: One or more layers Type G2 or G3 base sheet, hot :ormythanically fastened, • • • 1 Slt*st (Optional): One or more layers Type GI, hot mopped 175 Coating" at i•i urethane • • place.• Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 17U FR" (gram.le. 16, Deck: C -15/32 Incline: 1/2 ••: Ir selatie :•(Optional): Perlite, fiber glass, isocyanurate, urethane • . porU% /isocyanurate composite or phenolic, offset 6 in. Iron-. joints. • • B3se;Sheh One or. more layers of Type 0-2 or C -3 base sheet. r,J. • • • • • • nipped Qr mechanically fastened, Ply Sheet (Optional): One or more layers of Type 0.1, hot muppeo ••• Place, • • Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mt.?, �•. Mso s ne: One layer of "Ruberoid Torch 170FR" or "Runeiu..: • ::.,: Fit" (granule) 17. Deck: NC Incline: 1 1 nnV ann T,Ir- ,,, •.•�,i .+., .... w. ..., ....�