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RF-07-1330
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/11/2008 Inspector: Rodriguez, Jorge Owner: ALVAREZ, ANNA Job Address: 1400 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC SEP 5 2008 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof New Phone Number Parcel Number 1132050230030 Lot: Phone: 786- 277 -9540 RE -ROOF COLOR THRU TILE Inspector Comments ,- ', d Passed Failed Correction Needed Re- Inspection Fee ($751 No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, September 11, 2008 Page 2 of 2 FLORIDA INTERNATIONAL ENGINEERING & "JESTING LAB INSIGHT• INNOVATION• INTEGRATION 16701 Southwest 117th Avenue • Miami, Florida 33177 Phone: (305) 378 -1991 • Fax: (305) 378 -1997 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH MIAMI -DADE BUILDING CODE COMPLIANCE PROTOCOL TAS 106 1574 SITE SPECIFIC INFORMATION Owner's Name: a-k tkiSN. tkIv u5.. Z Permit # 6-0'9-1 330 Job Address: v o 1i- (' I A µ.. f(- f Roofing Contractor: ,t ,.- -b V Ft t'-.7k 6 Type of Tile: LAD 15 It ' 1AT A- I-4_ ►T Date Installed «- 2-( --pg Approximate Roof Height: 0-- feet eD eE % °- " a Type of Access to Roof: Scaffolds ---.. Ladder Other Approximate Square Footage of Roof: -7,` 6 ft2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument Date: 1 -4-0g TEST RESULTS P =PASS,F =FAIL FI• 1 26 2 3 27 Ted 1-ti 51 UPI Pull Ti 77 28 53 78 L 4 29 54 79 5 30 80 6 31 81 7 32 57 82 8 9 33 58 83 34 59 84 10 35 60 85 11 38 61 86 12 13 37 62 87 38 63 88 14 39 64 89 15 16 17 18 19 20 21 40 65 90 41 66 91 42 67 92 43 68 93 44 69 94 45 70 95 22 23 24 46 47 71 96 72 97 25 48 49 50 73 98 74 99 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RESPECTFULLY SUBMITTED BY: \klth �� i -4,039 Vinayagar M. Balakrishnan V. P. E. LIc# 63107 Miami -Dade Lab Certification # 07- 0612.11 State of FL Certificate of Authorization # 27273 Skqe,h .of Roof sob ► zipo doe Cam, d.Q, Sgozo F1 raw MMEMMEMENSISIMMEMMEMMERMSUMEMEM summissimummummisminwommerommr MEMEMMUMNEMMEMMEMMEMMUMMWOMMAM mummanammummummumswasmanmaanum missimmanimmummuummarmanamm mmommummommsmummummunimenlm EMMMUMMUMUMUNIMMUEMMEMMMUMUUMIM REEMMEMENINEMMEMEMIENEMMUREMMIN MEMEEMMOOMMMETAISZEMMUMMENUMMEMM mmismnsimumminsmisammanalimreme MUMMEMEMMEMPORREEMMUMMINNUMUMIN mmemessommammiumunsionnemmis ommusfs mummer n immerman om MOMMSMINOMMMIEMMMERUSERBOWSMEMEM MINMORNWICAIEUMPRESUMWRIMMOMORNMMO mmalmumummummommmummosermamm MOMMIRUMEMWOMMUMMIEUMEACIKAMOM MONWAINUMUMBASZRNSUMMINIMMEMONOM vausammummummumnsamminanamm WEERRUMUNNEAMICRESOMMENNMEMANEM �d..�rrlwrrEi,..r�.. a.. r,...�r..�,r.,��,,,Fr,llr..ltS • I R! ` tai" MENsS � �.�m� aAU mignminummonsimmummummnsmnsms rualsimmationsimmummuummeammilms mummummummannussmakatimassim ammiwzmaiiiminwsissimussessinessell iiimm I R I IS limmur 'iIIiSI MWROMMUNNUMUMMMENEMMEMIIMMUMNERM ESEMMUMMIUMUUMMUUMUUMMERMUUMUM mum RIMMINUMMEMEMEMMEMSOU MMMOMMEMMOMMEMEMEMEMER o10- Miami Shores Village lrpryis9 . Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING re10777 PERMIT APPLICATION JUN 2 ? 111 )imaster Permit No. FBC 2001 BY: Permit No. 3O Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address L FP 614- city 1\4410i ‹Ssi-iCi Tenant/Lessee Name Electrical L state Zip Plumbing Mechanical Phone # 32;05 —C2)13,-2 --(35r)3 Phone # Job Address (where the work is being done) /1f(X) i4e (57-. .3,313g City Miami Shores Village County Is Building Historically Designated YES NO Miami-Dade Contractor's Company We V • KA-WA1 PV0PiAione # Contractor's Address, Pip LtZX 6:7) )05 / City State_ Qualifier L At Zip Zip 33X7) Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ['Addition Describe Work: 114011 40.11,000 0Alteration Square Footage Of Work: 3200 da,mitigmikeotia.° INCW '015, Repair/Replace 0 Demolition a ....IMMEsztaw2WHE L___'. ro fill NA Vex011(k civil. Submittal Fee $ Notary $ • Scanning $ IP 00 Code Enforcement $ 3■13 laze (dui 4_ ****************************F a**************************** Permit Fee $ CCF $ 1440 Training/Education Fee $ 4-Fc0 Technology Fee $ Radon S Bond $ Structural Plan Review. $ Total Fee Now Due $ 6(09 (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 FJ.FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance. of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not < ' ap roved and a reinspectlon fee will be charged • Signature Signature ii,,A)ocup&acA Owner or Agent Contractor rld- The foregoing instrument was acknowledged before me this The foregoing instrwnent was acknowledged before me this day of J LArre . 200—, by ilAIN4., U t-j v --2_, , day of , 20 by who is personally known to me or who has produced Pi... who is personally known to me or who has produced I As identification . scha disltake nnatt_ _ _ as identification and who did take an oath. NOTARY PUBLIC: . �1� Y p s SHUMINTRATA N ► 11 r:: LIC: .lam.• A2 Sign: /;.L �i1 , �; � � Commission Expires �ii) �� '�o �. t3ond # DD 529448 Print: Notary Rit My Commission= Expires: 41)42 1D My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No.. Certificate of Competency No. ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *- * * * * * * ** * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: i"(./ Plans Examiner Engineer Cho 10/14/03 Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 1111111111111111111111 11111111111111111111111 PERMIT NO. TAX FOLIO NO i ('° ^b9-C6"' QS'" STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED 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 descri . tion of . o erty and tr= = t/address: t400 K - e. t O V t 2. Description of improvement: — i CFN 2008R0!301677 DR Bk 26436 Ps 37351 (113s) RECORDED 06/18/2008 13 :10:14 HARVEY RUVINt CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording offs 3. Owner(s) name and address: P9-11-4 L t t 4 Q i-L • 6 Jr, tmer iYl Interest in property: OCIO14 � -- Name and address of fee simple titleholder: 4. Cont; ctor's lame address and phone number. KIS 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 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, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED , IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION = YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING Y• - NOTICE OF COMMENCEMENT. Signature(s) of ► or Owner(s)' Authorized Officer/Director /Partner/Manager By Print Name Arms at- Title/Office Title /Office ©16 r STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this By Print Name Title /Office 47 day of Individually, or U -s for *Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Uhf Alva Print Name: (SEAL) VERIFICATIO • ► RSUANT TO SECTION 92.525 . FLORIDA STATUTES Under penalti -. of perjury,1 declare that I have read the foregoing and that the fact eta :. in it are true, to the best of my knowledge and belief. ;�?►1'';, GLADYS L COM •; * MY COMMISSION # DD7790 EXPIRE 114, 2012 39133 datiotarprServke aott Signature( •1' y ) or 0 er(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By VAT* OF PLORIOA, COUNTY OF DADE EBY CERTIFY Mat the h • tnw filed In the! office an ROOF ASSEMBLIES AND ROOFTOP STRUCTURES / • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Florida Building qke: iiition? • .1.: High- Vela:ay Hurricane Zone Uri► �jntt Aa ThcaVc4 : • • ••• • • Section A (General Information) • •• • • Master Permit No. •. :Adis; p4 • : • •. Contractor's Name 1 < A , t&/a.1 r 4 < I + ; , , • ••• • • Job Address LJVV I"G 10/61-1. ••• • • • • • •• • • • •• ••• •• ROOF CATEGORY iLow Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel//Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 Si/Reroofing ROOF TYPE ❑ New Roof ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) y 00 Steep Sloped Roof Area (SF) pg© 61 No 6r,k v ❑ Repair ❑ Maintenance Total (SF) 3300 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. 15.32 1t I � eeuLaIur .:2iesieemeeeeeeee■ ■eeeerr:11i•e111erwnt11111• ■ 111111111111111101111111111•1•11111111111424111111 III ■eee11 ■► ■!Mer0si::.•011 eeeeee ■ee��ere�ier ■ �e�r ��Reee■ee 11111111111111/1•111110111111• 111•11M11111111111 r 11111 111111111111•0001•MILEMEEMill 1111 iiligiriliraiummum • _ --- - - -' __ - -« seeee■■ id30 0018 JNINOZ oftgiligr rECTOEVIE FLORIDA BUILDING E — BUILDING JUN 252001 BY: ` °� • • • • FRI In Spaoltlo Roof Asaembly - • aptll Identify Mangy tea aomponentit not coo, .�.%Al tom MMnu1 -. • Nim No •• AnalmOs#e Hlrt>it elbtteatg • • • . Fiat ..1.0 ".fit,cltoic . r ',•eerbneten 'cote Lap, d !eo Design Wind Pros0t e, From Rie 126 orCNoufaans Cwwir ponmai___.* the Spec* NOA . Slops 0 Anchor/Base Sheet & No. of t'ly(s)- Insulation Base Lay. ayer- t ass ,isulatFon Sirs and w �.".• assainaidition FastenedSonding Matti** Top Insulation Layer' • Top insulation Sloe and mom' Top Int'4at$on Oastaneriatinding Material: £Ti Bate!tie) aYo• at"�(ek.:.., ease attest Fastenert8or he Magda Pty Sheet(*) Ai No. of itak *Rocs 414; - NBo •of Fa$feners Par Insulatlon • Field -- . p°iaf Comer lqusirate COSIVOINNIta Noted artd Details as Apppcable: o dam' Gutter, ' . TermineHon,. ad. Continuous peat; Cant stop, B • Coping, Etc. Codger- Flashing, bank: Mean Roc{ Height, Name Ham. Height of Base N, Component Materiel, Material �, . Fastener Type, • F.astener. Spookily or Stan* manufacturers Comply with I M s 111 and Chapter VI Ile that 6AF r10 FK Moth fi 8%hkmen ,7 Atvg11,-) •pl _411. ikortL Sp- ;Stet I) let* g P4441,21, ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • ••• • • • ••• •• •. • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Florida Building Cod? Eiiltiorn 20Q4' •' . ••• ... . ... . • • • High - Velocity Hurricane Zone UMW*/ Pint Appile:Il o.n Komi. : • • • ••• • • • Section D (Steep Sloped Roof System) • Roof System Manufacturer: • •' '• Mons er' • Notice of Acceptance Number: 0.A._ ail 0 08 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations: b P1: Ilib P2: 100 `b P3: too( Maximum Desi n Pressure (From tI)rduct Approval Specific System): s ROA Slope: 12 Steep Sloped Roof System Description beck Type: Type Underlayment: xb V- -,�o'� ± wood- insulation: Ridge Ventilation? Fire Barrier: 1 11/4/1 A— Fastener Type & Spacing: \ Adhesive Type: \. Type Cap Sheet: \ Roof Covering: Type & Size Drip \ Edge: Mean Roof Height: asp Mod e t D-PIA,I`f 15.34 FLORIDA BUILDING CODE — BUILDING • • ••• • • • ••• .. •. • • • •• •. • • • • • �ROOFASS&flBl�ES AND ROOFTOP STRUCTURES • • • • • • • • • • • ••• • • • • ••• Florida Building QogI E¢#itign; dO ; •; High - Velocity Hurricane Zone3Jr3to&11 termitAppNteon F� Section E (Tile Calculations • • For Moment based tile systems, choose either Method 1 or 2. Compare the yip fir 14, with the viguis fro •M, If th l (values am greater than or equal to the Mr values, for each area of the roof, then the tile attachmenergeth1ii it ce�blb. • • • • • • • 4 j� I M 1 em Based Tile Calcaliti P4 RAS 123"i i i %� (Pt: rl lox R. = g r- ID• •MrI �/�1� Product Approval Mt Wig (Py) /W77 I V x 71 �) Mg: !' = Mr2'771 Product Approval Mf 0.q („31001,4::„ Dl1'X) ii- Mg I I = Mi3 lc Ili Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height - Roof slope 4, 15' 20' 25' 30' 40' 212 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a Fist of moment based tile systems endorsed by the Bmward County Board of Rules and Appeals. ForUplift basedtile systems use Method 3. Comparedthe values for F" with the vahres for Ft If t eF'values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Pi x = xw:= ) -W: xcos@ =Fri (P2: x L = xw: =_) -W: x cos 0 =Fa x cos 0 = Fr3 (P3: x = xw:= ) - W: Product Approval F' Product Approval V Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by Ili based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier d Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Ma Calculated Minimum Attachment Resistance V Product Approval Required Uplift Resistance Fr Calculated Average Tle Weight W Product Approval Tile Dimensions L= 10115th W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE -BUILDING 15.35 MIAMa • COUNTY ttliverigExcellexce Every bay • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• SECTION.1524 • ••• ••• HIGH VELOCITY H131 chN'�ZONES •• REQUIRED OWNER'S NOTIFICATION•roR RO FLNG :ONSIDERATION •• • • • • •• ••• •• • • • • • • • • • 1524.1 As it pertains to this section, it is the responsibility of tie roofing to:itr'actdr to provide the owner with the required roofing permit, and to explain to the owner the catent ofthis section; 1ne•provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the ownr 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. 2. Renailing Wood Decks: When replacing roofing, he 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"11(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. ilm1 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. eAc 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 per- formance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. A.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. Ve the struc be ben tion: Most roof structures should have some ability to vent natural airflow through the interior of embly (the building itself). The existing amount of attic ventilation should not be reduced. It may consider additional venting which can result in extending the service life of the roof. Owner' gent's Signature r-(-00 i L •lO l' Property Address rililtlpea 123_01-154 1/07 /ate /O-t Date Permit Number Contractor's Signature BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••• • • • •. •• • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • MI AMI -DADS COUNTY, FLORIDA • • • • • • • 4IE�R 1-D4E FLAGLER BUILDING • . • • • 140 $EST :LER STREET, SUITE 1603 • • • • • • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifie, LLC 135 NW 20th Street Boca Raton, FL 33431 •• • • • •• • • • •• • • • •, • • • • • •• • • • • • • 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 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. 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: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile 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. Roofmg Flat Profile Roofing Tiles .. • Concrete • • ••• . • • • • • • • • • • • • • • • • ... • • • • • • • ... • • • • ... • • • • .. • • • • • • • • • • • ... • • • ... . • • • • • • • .... • • • • • • • .... • .. •••• • • .. ... • • ... • • • ... • • • • • • • • • • • 2. PRODUCT DESCRIPTION Manufactured by AAallcant, Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Dimensions 1 =15" w= 103/8" 1 1/4" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Aaencv Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Specifications PA 112 PA 112 Test Identifier 7161 -03 Appendix III 94-060A 94-084 25 -7094-2 25 -7094-8 25 -7094-5 Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test „Na Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2of5 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test 15dentifer 25- 7183 -6 25- 7183 -5 25 -7214-1 25- 7214 -5 .. .. • • • • • • • • • ..• • • • • • • .• •. • • • • • • • ••• • • • • • • • • ••• • • • • • .• • • • • • .. ••• ••• �T's • ••• • . •• • . • : :: States UpliE Test • • " 1'A'102 • • (2 Quik-Drive Screws, Direct .• :'Sta3ic:414ft testin8'. . (2 Qui1c -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Drive Screw, Battens) 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 Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 7161 -03 Appendix II Letter Dated Aug. 1,1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 25 -7183 March 1995 Aerodynamic Multipliers April 1999 Two Patty Adhesive Set System April 1999 NOA No.: 01-1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 3 of 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • ••• • • ••• 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 s1isll be performed in accordance with RAS 106. • • • • • • . • • • • • 3,3 Applicant shall retain the services of a Miami p ;CQwtity:cartfied Laboratory to perform quarterly test in accordance with TAS 112, apddi 'V tritingimill 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 with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate 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 (1 x w ) Tile Profile Weight -W (lbf) Length -1 (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 • 0.865 Table 2: Aerodynamic Multipliers - k(ft3) Tile Profile X (ft3) Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 Table 3: Restoring Moments due to Gravity - Mg (ft -lbf) Tile Profile 3 ":12" 4 ":12" 5":12" 6 ":12" 7 ":12" or greater Monier Lifethe Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirectDeck 6.0 5.9 5.8 5.6 5.5 NOA No.: 02- 1211.08 Expiration Date 12/16/07 Approval Date: 01/09/03 Page 4 of 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •.• Table 4: Attachment Resistance Eilb4astaiod a sealiflgtnegt;) , (1ijjbf) for Nail -On kyst'eriis . • .: : : Tile Profile Fastener Type Direct beck - - - (min 15132" piyw► • • •. "Directbe6k . (min. 19/32" : • •I • • • Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 3d.9• �. • •3,5.1. • 172 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank NailsfFieid Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 322 2 -10d Ring Shank NailsT 50.3 65.5 48.3 1 installation with a 4" tile headlap and fastemers are located a min. of 2Y2" from head of the. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight _dam Product, Inc. Average weight per patty per patty 13.9 grams. 8 grams. Table 5k Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyPro''e 118.94 PolyProTM 40.4D 4 Large paddy placement of 45 grams of PoIyPm TM . 5 Medium paddy placement of 24 grams of PolyPrn". Table 5B: Attachment Resistance Expressed as a Moment - M,(ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile - Mortar Set" 39.0 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 5. LABELING • • ••• • •• •• • • • • • • • • • • • ••• • • ••• • • • •• • ••• •• •••• • • • All tiles shall bear the imprint or identifiabfe •rnar1&g ott:e following statement: "Miami-Dade County Product Controi • • •• •• • • • • • • • • • • ••• • • • • ••• ••• • ••• • •• • yip ufacrip name or logo, or Apl3roved" • • 6. BUILDING PERMIT REQUIREMENTS • • • • • • • ••• • • 6.1 Application for building permit shall be ace n ivd by oco4aie8s•of t 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 1 Mr MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 M t��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 • • • • • • • MRO -DADE FLAGLER BUILDING • f4( %% SJ''FLAGLER STREET, SUITE 1603 • • • MIAMI, FLORIDA 33130 -1563 ( .505) 375 -2901 FAX (305) 375 -2908 • • • • •• • • • • • ••• • •• • • • •i •i• • • • • • • •• • • • • • ••• • • • • • 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 NO4A. as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jprge 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: SCOPE: Polyurethane ••• • • • • • • • • • • • • • • • • • ••• • • • • • •• •• •• • • • . • • • • • • • • • • • ••• •• • ••• • • • •• •• • ••• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • •• • • • •• ••• •• • • • • • This approves Polypro® A11160 as manufactured b/ Pblrohpt Itoghtts, Ipg. 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 Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Test Specifications TAS 101 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 AII160 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 1.61bs. /ft.3 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 SUBNII'I TED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. • • •.. . •. •• • • • • • • • • • • • • • ... • .. ... .... Test Idegtatfitr #94 -060 257818 -1PA 25- 7438.E 25-74384 o 25 -74380 25 -7492 NB- 589 -631 9637 -92 • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • .. • • • ... • ... •.. .. • • ... • .. • .. .. ... 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 . . .. �eatJ am /iiejort TAS 101 TAS 101 • S'sTD•t1 -0' .. ...... • . • • • :s•1r1 -9S' SSTD 11-93 ASTM D 1623 . . • Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 ASTM E 108 04/30/93 ASTM E 108 ASTM E 84 TAS 114 11/16/94 01/16/95 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 03/02/99 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro A11160 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® AH160 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 MS NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 3 of 7 • •• • • • • • • INSTALLATION: ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• •• • ••• • ••• 1. Polypro® AH160 may be used with any roo'tiie : ssenibly 1xaving a•Er,nt 1TOA that lists uplift resistance values with the use of Polypro®, k}J1 e. ; • . • • • • • • 2. Polypro® A11160 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 sutficieit attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resisialiceldiitermnnedm complance with Miami -Dade County Roofing Application Standards RAS• 1,27.• The adhesive gtteatluttnt 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 Polyfoam 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 (13). 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® AHI60 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® AH160 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 Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g LABELING: All Polypro 'i AH160 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 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMENT DETAIL 1 .. • ••• • ••• S1* . uPArt v ::• • :: .• •••• • • ••• •••• • •• • ••• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • ••• • • • ••• •• •. • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • . • ••• ADHESIVE PLACEMENT DETAIL 2 • •• • ••• • ••• SIIISGL PATIY, • s • • • .0 • • • • • . • • • • • • • • • • • • • • • • • • • • • ••• • • • • NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 6 of 7 • Nall through plastic cement • •.• • • • •.• • •. . • • • .• •• • • • • • • • • • • • • • • ••. 0 • • • • • • • • • • • • .•• • • • • •.. ADHESIVE PLACEMENT DETAIL 3 • •• • ••• • ••• • •••• • ••. •.•. • • •• • ••• ••• • • • (between tile) Paddy (under file) Single paddy under tile Single paddy between tile 21n.x7 in. medtum Ma paddy eave come ordy / / on top of tile Wettable Eave closure �R adP Nail through p cement Single Paddy between tile WINO PaddY on top of the Ern Course Eavetme 2 En. xi b►. meatus i- Fascia paddy eave course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.92 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 0( 7 • )iU11.DTNG CODE Cf)M•LIANCE OFF10E (I'iCCO) PRODUCT CONTROL 17 VISION iT 1 e NOTICE OF AC CEPTANCE (NOA) • • • .• •• • • • 0: GAF Material Corpc a 1tion • • 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being The documentation Review Cominitte :s Jtuisdiction (AHJ). •• • •• •• • • • • MIAltripAEPE, COUNTY, FLORIDA • • • 1vIBT, 14'rs FLAOLER BIAMTNG • A 'Vk.R* ' DIET$ STR1 ET, SUITE 1603 • • M1104 FLORIDA 33130-1563 (305) 375 -295.2 FAX (305) 375 -2908 • ••• • •• • • •• • • • • • • • • • • • • • • • •• • • • • • •• • • • •• ••• •• • issi 1ed under the applicable niles and regulatjor►s io fir n ;tlieuse of cos ;struction materials. Submitted has been reviewed by the BCCO and accepted lily ttettiikiin'g Code and Product to usedin I'Ji:inti Dade Cuunty and ',ther areas where allowed by the. - Authority having "I his NOA. shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami 1 tde County) and /or the AM (in areas other than Miami Dade County) reserve the right to have this product or nr- .aterial tested for quality assurance purposes: If this product or material fails to perform in the accepted rnanrrer, the manufacturer will incur the expense of such testing and the A1-11 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. I3ORA reserves the right to revoke this acceptivace, if it is determined by Mianai -Dade County Product Control Division that this product or material fails to meet tIre requirements of the applicable building code. This product is approvctd as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida 13 to ildiing Code. DF.,SCRII'`I'ION: c '—F Ruberoid tt Modified Bitumen Roof System for Wood Decks. •••• ••••- I LAB RUNG: L G: j'unit shall bear apermanent label with the manufacturer's name or logo, city, state and foilowin, statetndit: "IMiami-Dadc County Product Control Approved ", unless otherwise: noted herein. RENEVAl, of t1?ie•i4 OA shall be considered after a renewal application has been filed anti there has been no change'Mftte ap,411c4, le building code negatively affecting the performance of this product. • • this NOA will occur after the expirati one date or if there has been a, revision or change in the TERi1+1�+>�.'1`1i31�,l.taf mates iais, use, arttt/oA rrtanufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, adv &rtising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of thi s NOA shall because' for termination and removal of NOA. ADVERTISEMENT" = The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date nut be displayed in advertising literature. If any portion of the NOA is displayed, then h shall be done in its entirely.. INSPECTION: A coPY of this entire NOA shall be provided to the user by the ntanufac t rer or its distributors quid shall be ..vailabie for inspection at the job site. at the request of the Building Official- This NOA renews NC-4A #02- 0408.10 and consists of pages 1 through 3L The submitted docunzc'- ntation was reviewed by Frank Zuloug:t, RRC. NOA No: 03-0501.02 Expi ration Date: I 1 /061118 E+� pproval fate :10/23/03 Page 1 of 32 ,PING SYS'3'EM A,PPROV• Roofing Category;. Saab - Category: Deck Type: Maximum Desius Pressure Fire Classificatio>«: • • •• •• • • • SBS /APP, Modified Bitumen • • • Wood -75 psf See General Limitation t 1 • • • • • • • • • ••• • • • • • • • • ••• • • • •• • • • ••• • • • • • ••• • • • ••• • ••• •• • • • • • •• • • • • • • • • • • • • • TRADE NAME •.S OFPRODUCTS MANUFACTURED OIt LABL�L1Dl3Y APPLICANT: Product GAF Asphalt Con:. sctc Primer (MatrixTm 3 07 Pruner) GAF Mineral Shiel -d® Granules GAF \VeatherCoate Emulsion (Matrix.'- 1 Fibered 305 Ernuls ion) GAF Premium Fibtred Aluminum Roof Crating (Matrix'' 1 Sys4 ;g1 >E:'ro Aluminum lava Coating Fibwc;i 301••••• G 41itablaclt•M1'.Weather PlagiG.Cencept (M xtrixTh StanEiard Wct7Lj aloof Celtttfit ?Oct) • GA.lii.I.AS 4750 •••• GAFGLAS' t).11 Base Sheet GAPOLAS Flex P1yl,s 6 ti rnflTM GAf'GLAS Ply 4a GAFGLAS ®Mine a1 Surfaced Cap Shot 0AFGLAS® STRA'I'AVENT® Eliminator Pcr•fora_ ted Dimensions 5, 55 €,aikiis 601b. Bags 1001b. bags 5 gallons 1,5gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 ineter) Wide 39.37" (1 meter) Wide 39.37" (.1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide TABLE 1 •••• • • '1'cst Specificatini AST.:.T t 41 ASTM 13 1863 ASTM 1227 • •• ••• 00 • Product. . • • •De..uuon Asphalt conctett pri met- used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. OAF Mineral .Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM 1) 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral • AS TM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces_ ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the. bottom side with mineral granules embedded in asphai tic coating with factory perforations - ASTM 1)4601 ASTM I? 2 178 ASTM D 2178 ASTM 3) 3909 ASTM I)3672 ASTM ID 4897 NOA No: 03- 05501.02 Exp i ration Date: 11/06/08 , . pproval Date:10 /23103 Page 2 of 32 Product GA i=GLASO Flashi r1g GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SD S iiieat- Weldrm Smooth RUBEROID® SBS F-Ieat- We1dTM Granule RUBEROID® S135 .1 -leat- We1dTM 170 FR RUBERO1D® SI3S FIeat- WeIdTM PLUS RUBEROID® S13S Tleat- We]d PLUS FR Dimtns various 39.37" (1 meter) Wide 1 meter (39.37") wide 1 meter (39.37") wide meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide RUBEROTD Modifi ed Base. 39.37" (1 meter) Sheet RUT3EROID® 14 9/...1 ified Bitumen Adhesive RU13i P•Ol14•895 Wcle14 5 ' :' ••••• •• Rube "roid® 1441... Grul7tfle• • • • Hrat- RUji41 ID kiwi Smooth • .. • RUI3EROID MOP PLUS RUl3EROiD MOP 1701 RUl3ERO1D MOP 1'R RUBEROID TORC.[d S niuoth Wide 5 gallons 1 meter (39.37 ") wide Test Pr Specification :. •.. •.D . Asphalt; oa�..gtas .beIr mat flashing sheet kvtilabllirethreip es. ASTM D3672 Fiberglass base sheet coated on both ASTM D 48Q7 sdcs with a sphalt. Surfaced on the 3aottora sr dew vmjnrral r+anules /beddecl' in a sp2ralti{ eating. ASTM D -6164 Non -Woven Po '1yester'mst coated with polymer - modified asphalt and smooth ... ... • . ASTM D- 6164 :Npn /Vo ve:n r.wIle ;ter that coated with • polyilicr t'hodttied anti-raft and surfaced with mineral granules. ASTM D -6164 Non -Woven Polyester neat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester rnat coated with polymer modified asphalt and surfaced with mineral granules _ ASTM D-6164 Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. AS-I'M 1)4601, Premium glass fiber reinforced SBS- Type 11, UL modified base sheet Type G2 BUR ASTM D 3019 Prber reinforced, rubberized Adhesive Type 131 A STM D -6164 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. AST.1'i 13 6298 Non-woven polyester rnat coated with. AST 4 D 5147 polymer-modified asphalt and smooth surfaced. ASTM 17 6164 Non -woven polyester ]oat coated with ASTIvi l:? 5147 polymer modified asphalt and surfaced with mineral gra.nulcs. ASTM D 6164 Non -Woven polyester mat crated with ASTM 1) 5147 fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM 1) 6164 Non -Woven polyester rnat coated with AS'r NI TT 5 147 fire retardant polyrmer modified asphalt and surfaced with mineral granules. AST?vI 17.1 6222 Heavy duty, polyester reinforced, asphrlt ASfN'I TD 51.17 modified bitumen membrane, smooth surface. ict. 1 ASTM D -6164 39.37" (1 meter) ASTM D 6222 Wide A. STM D 5147 1 sq. roll 87 lbs. 39.37' (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37' (1 meter) Wide NOA No: t13.091.02 Expiration Dale: 11 /06 ,4l8 Approval Date:10/23 /(13 Page 3 of 32 II lk , Product ` 'RUBEROID TORO =H Gt`an ule RI.MEROID TORO -2H PLUS RLIBEROID TORCH FR RUI3EROID 17(111 TORCH R ubcroid® 20 Ruberoid0 30 Rubcroid® 30 FR RUBEROID® ULTRACLAD® S 13S RUBEROID® Duel FR. •••• •••• VeOt,Vj3cks ZYItetet't and plastic) •• • • • • • ••• •'•' znulsion Gf�' �llumin>ertt • . GA'I• Arulni>asitt1 - oof Paint (MatrixT't System Pr Aluminum Roof Coating Fibered 302) GAF Built -Up Roc-Ating Asphalt • RUI3EROII) MOLD Asphalt, Asphalt L & Asp1; .alt P Shingle-Mat em' Undcrlaymcnt Tile-Mate Ivlcodifie-d Base Sheet Dimelens 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) 'Vide 5 gallons 5 gallons Test Pr et Specification. • ... •De ion ASTM D 6222: .1•leavy duty,ipoly @S1ef xe inforced, asphalt ASTM I) 51.1; rnofifigcf l.)iteurretinb111:>ranc,gr,inulc s urfacc. 62'12 Heavy dut', polyester reinforced, asphalt 5 };43 jrlodif}�d kbiturmn me rrr'b raitt, granule luaace .' ASTM D 62/2 Leavy duty, poryester 1 eihforced, coated ASTM D 5147 withfire retardant asphalt modified • "bitimin nt ntfane: gra,rtale surface. ASTM D 6222 p'ol}'esier rci,Ttforced, coated ASTM D 514'1• with tire rttartiartt a 1.h&'t modified bitumen membrane, grantlle smface. ASTM D 6163 SBSmodified asphalt base sheet ASTM D 5147 reinforce with a glass fiber mat. ASTM. D 6163 Non woven fiberglass mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. Nonwoven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.l 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. None Mineral colloidal bit tuTlinous emulsion with reflective aluminum flakes Non- fibered. Aluminirni pigmented, asphalt roof coating ASTM I) ASTM D ASTM D 6298 ASTM D 5117 ASTM D 6163 ASTM I) 5147 ASTM D 6164 . ASTM D 5147 PA 1O0(A) ASTM D 1929 ASTM D 635 ASTM D2824, Type 1 100 Ib. cartons, ASTM 17312, Interply mopping and surfacing asphalt bulk Types 1, II, III and Tom' 60 lb. kegs 4 sq. roll 30 lbs. 1.5 sq. roll SEI3S modified asphalt. Fiberglass reinforced shingle underlayment A STi'.4 ID 5 147 OS rnotl i fled asphalt base sheet and into ply sheet reinforce: with a glass fiber rrr_1t tile underlay tm.- alt. NOA Nu: 03- 0501.02 Esis ira t ion hate: 11/06/08 Approval Date:10/23/03 Page 4 of 32 Product Tile -Mate Nioclitiecl Cap Tile -Mate Mutiifiel Cap PIus TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherC;ot•%'a) MB +(Matrix 715 1%-.4B Coating) TopCoat M1I +(lvM trix 715 MB Coating) WeatherCoteT`{ (Mffatrix 531 WeatherCoten Elastomeric Flashi rig Grade) Matrix Low V OC Matrix 101 System-1 Pro SI3S Adhesive (Ruberoid®Mi3) ?■atrix 201 System Pro S R 3 S Flashing (Ruberoidtlar■Aatrix 102 Select SJ1S«n •cihesive (INIMoid 1440)• `ti , at.rix 202 Select SI3S FEL aching 11'1grix 2031:N4141 zird Plastic Cr3levt • 1V�o1:2213 CV; tde Plastic Cemc?it 11ita�riz 10?•Z'.carS = Adhesive Matrix 303 Se1ccIL Fibered Aluminum Matrix 304 Sdt:c t Non- Fibered RUBEROID® tit cxlifcd Bitumen Adhesiv- c Dimons 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 c Specification . • •. • D on ASTM D 514f •N :n-w fiver: lAttdtictrit coated with l Yr11 ;ied as ji at and surfaced withmirieral granules tale underlayment. ASTM D 5 147 Vlon -woven polyester mat coated with olygierrrioditieda shalt' Ind surfaced • • • • • vrithmnatral nrinuleg file underlayment. • • ••• • • • Surface coating for smooth surfaced and • • • Iliagral sr'urfaaed rs -.. • • y'tftl�ce�coatir i fersrriooth surfaced and pd 044 • rltin�rai'rtlr c f mss• Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. ••' ASTM 1)3019 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 AST1vi D4586 AS7 i' v1 D3019 ASTM D 2324 ASTM D2824 Type I ASTM D 3019 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 Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum. coating. , Non- fibcred. A1uniinuin pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive Type- Ill NOA No: 03- 0501.02 1: xpiration Date: ll /06/98 Approval Date: I 0/23/03 Page 5 o f 32 Membrane Typ C J)eck Type 1: SBS /SDS111/d Applied Wood, Non - insulated Deck Description. 19/32' or greater plywood or wood plank decks • • •••_f • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••••••• • •••• • •• • ••• • ••• ..• ••• ••. • System Type E (1): Base sheet mechanically fast erted ned to roof Ali • • • • • • • • • • • • • • • • • • • • • • • •••• • •• ••• All General ant31 System Limitations shall apply. "' • • • Base sheet: Fastening Opttans: • • ••• • .•• • •••• •••• • • •••• • •• • • • • • ••• • • •• • PFThect :• ••. • • • • •• • GAFGLAS #80 Ultimant Base Sheet, STRAWVIfTAHIiRnivatorPeiforatcd Nailable, RUI3ERO1D Modified Base Sheet, RIIBrul aD 2p,:$ E101D SBS Heat- WeldT'''t Smooth orRUI3EROII) SBS Hg;t :V eldFT SLi trod mecltanically fastened to deck as described below; GAFGLAS® Ply 40, GAFGLAS Flex PI?' 6, GAFOLAS #t75 Base Sheet or any of above Base sheets attached to deck with approved annular ring Shan nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in worms 12" o.c. in the field. (Maximum Design Pressure --45 psf See General limitation #7) GAFG..ASO Ply 4®, GAFGLAS Flex P1y''t 6, GAFGLAS #75 Base Sheet or arty of above Base sheets attached to deck with Drill -Tec (GAFT1TE) i #12 or #14 Screws and 3" Plates, 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 PIyT't 6, GrAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener s acing_o 9 "_o.c. at tltc_47 lap staggered, and in two rows 9" a.c. in the field. Maxim inn Design Pressure — 52.5psf, See General Limitation #7) GAFG LAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. Onc row is in the 2" side lap. The other rows are equally spaced approxitnately 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 ann:t lar ring shank nails and 3" inverted Drill-Tex (GAF I''ITE) insulation plates at a fa st.ener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maxim urn Design Pressure — 60 psf, See General Limitation l#) GAFGLAS c5 5 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAlTITE) 4112 or #14 Screws and 3" Plates, 8" 0.e. 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. (AfaxinnnnDesign Pressure -75 psf, See General Limitation #7) (Optional)(Une or more plies Gill '1,AYS _• I Y 4®, GAFGLAS Flex Ply 6, GAFGLAS-fO;Rr7BER.0I'1) 14.01' smooth or RUBEROI.13 20 sheet adhered in a fall mopping of approved asphalt applied within the EVT range and at a rate of 20- ,10 I bs.!sq. NOA No: 03- 050..02 1r' pi ration Date: 11/0 ti /QS Approval l)ate:10/2 3 /03 Page 26 of 32 , Membrane: Surfacing: One or more 'es of RUBEROJD MOP Smootl 'RUberoi op 170FR, Ruberoid® et Granule, Ruberoid® Mop Plu. GrG �iiui , roid® 20, Ruberoid® 30 or RuberoidW 30 FR or Ruberogit op•ttor�KIJRO� UltraCladTlss SBS in adhered in a full moppingyf agprwedriA alt.ppl��d within the EVT range and at a rate of 20-40 Ibs.sq. Or, One or more plies of RUBEROID MOP Snid4111,.RUBEEO• ® Grago4P, RUBEROID® Mop 170 FR, RUBEROIUliN;oPluS Gratfulte,1Zuuerrtd ®•2•U,OII1 RUBEROID® 30, RUBERO]D® 30 FR or RUB OII Mc''4 FR•VRl U1traClad"M SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 galisq. • • • • • • • ••• • • • • (Optional, required if RUBEROID MOP Smoot) cx' 1.13I tt� .0 i. rot • membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq, respectively in aflood coat of approved asphalt at 60 lb. /sq. 2. GAF(3LAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. ± 15%. 3. GAF Weathercote Mf3+(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 S13 Coating), Applied at 1 to 1.5 gal. /5q- Maximum Desig" Pressure: See Fastening above • • ••. • •••• • ••••• •. • •• • • .•• • •• • • • • • •• • Nat No: 03- 0501 .02, Expiration Date: 11./06108 Approval Date:10/23 /03 Page 27 of 32 ,Membr'ane: • • • •••o • • 000 .. 0. • . • • • • .. .. • ... • • • ... .. One ply of Ruberoid® Torch Smooth, Ruberaud ®1ori Gee,1 ubererd® Torch Plus Granule or Ruberoid® Torch FR torch appried acccoirdiifg td • • manufacturer's application instructions. . .. . ... . ... Or 0•• One or more plies of RUBEROID® SBS 1Iea - e1 rm 11r1ld 01DC4 SBS Heat Weld PLUS FR, RUBEROID®SB. RUBEROID® SBS Heat - Weld" ', RUBEROID® SBS Heat -We1dh Smooth, RUBEROID® UltraCladT14 SBS and RUBEROW ® SBS•1Ie4t -WYg d .. applied according to manufacturer's application instruetioa9. • • • • • .. • • • • • ... .. Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 Ibfsq. and 300 lbJsq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoate Emulsion at 3 galJsq. (Torch Smooth applications only) 3. GAF Weathercote® MBA-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 gal./sq. Maximum Design Pressure: See Fastening Above 0 000 . 0000 • 0000 0000 • • • •0• • • • • ••.. • •. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 29 of 32 , • Membrane Type: • Deck'Type 1: Deck Description: System Type E (1): •••• • •••• 41••41• • 0.• APP /SBleat Weld Wood, N on- insulated • • •• •• • • • • • • • • • 1913," or greater plywood or wood plank deck • • • ••. 00 00 • • • . • • • • • • • • • • ••• • 00• • 00• • ••• •• • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • Base sheet mechanically fastened. • • • • • • • • • • • • • • ••• • • • All General awe System Limitations shall apply. Base sheet: Fastening Opti ons: • • • •• 4141 • •,•• • • • ••; ••• .•. •.• ••.S• ... • • . •000 • 0000 • • 0000 • • • • • 00• • • . • .h:Shee4••. • • • fie • GAFGLAS #80Ultimar'M Base Sheet, STP.i'DA:V4,N1%) raintitoilittforated Nailable, RUBEROID Modif cd Base Sheet, ItI F Elt01$ •l ib•['Smooth, • RUBEROID® 20, RUBEROIU SBS Heat-Weida. Snnboth•ot''fJ13€$ OiD SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4®, GAFGLAS Flex Ply'"' 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved ann War 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. (:11aximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, C.}AFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Ease sheets attached to deck with Drill -Tec (GAFFITE) #12 or #14 Screws and 3" Plates, 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. (Maxirn um Design Pressure -45 psf, See General Linn itation #7) GAFGLAS Flex Plyr"i 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with a pp•oved annular ring shank nails and tin caps at a fastener spacing of 9" o,c. at th.e 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 Slieet or any of above Base sheets attached to deck with Drill -Tee (GAFTITB) It 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 Lira itcisian #7) Any of above 13asc sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Ter (GAFTTTE) 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 - 60psf, See General Linz nation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill - Cec (GAFTITE) # 12 or #14 Screws and 3" Plates, b" o.c. in 4 rows. One row is in the 2" side lap. Thhc other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See General Lirnzitation #7) (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUI3EROID& 20, RU13EROlD SBS Heat -Wei dm' " Smooth or RUBEROID SBS Heat -Weld) One or mop e plies GAFC -LAS PLY 4®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approval asphalt applied within the EVT ra nge and at a rate of 20 -40 lhs. /sq. or Ruberoid MTV tl Smooth torch applied accorc3 ing to manufacturer's application instructions. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 23 of 32 1 Y • • • Membrane Type: Deck Type 1: Deck Description: System Type E -2: SBS • • ••• 'r • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • ••• • ••• Wood, Non - insulated • • .11 • • • • • •••• • • • • • • • • • • • • • • • • • • • • • 19/3211 or greater plywood or wood plank • • • • • • • RUBEROID® Tile Underlayment, Base Shear' I CiLl ttgaehe..• • - . • • • • • •• • • • All General and System Limitations shall apply. • • • • • • • ••• • • Anchor sheet: GAFGLAS® #80 UltimaTM Base Sheet, RUBEROID® 20 base sheet or Tile -Mate ase S ee as I I = ith a minimum 2" side lap and a minimum 6 "end lap: Base sheet maybe applied at a right angle (90 °) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. Ply Sheet: (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS FlexPlyTM 6 sheet, GAFGLAS #80 UltirnaTM, RUBEROID MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. Membrane: One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS Heat- We1dTM Granule, RUBEROID®. SBS We1dT"1 PLUS, Tile -Mate Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed •. ; • • • • • * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). • If membrane is strapped, then anchor sheet and ply sheet rriust also be strapped. •• ••••• • •••• • •••• Maximum Design •• tea ' *egad Maa i •um S • • e• Must Comply with Roofing,Application Standard RAS 118, RAS 119, RAS 120 • • • and applicable Building Code. `v 0 r ••••• • .••• • • • Refer to tile manufacturer' s NOA. • •••• • • • NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 30 of 32 WOOD DECK SYSTEM L ATIONS: 1 �A sjip sheet is required with NIT 4 and Flex 1' 1 y TM 6 when used IV grrnlin d ley faueneri base or . • • • • • • • • • • • • •• • • anchor sheet. • • • ••• • • • 2. Minimum 1 /a" Dens Deck or 'h Type X gypsu r n hoard is acceptatl a t:o ba ins1-12 tcd ditctl};pver the wood dcck. • •• • ••• • ••• GENERAL LIMITATIONS: • • : • • •• • • •• • ' • ••• • • • • • • • • • • • • • • I. Fire classification is not part of this acceptance, refer to a cttrft nt A i'c ' 'ed Ro ng.Materials Directory for fire ratings of this product. 2. Insulation may he installed. in multiple layers _ The first layer slirdi Le pttiahg c n aeopliiatxe with Product Control Approval guidelines. All other layers shall be atthenti iD a \ii 41eppinge of approved asphalt applied within the EVT range and at a rate of.241--4O bs•./t4 ,: 4r La hvictily 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 andlor 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 appli.c4 using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at eac i1 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 he at a minimum rate of 12 lbs. /sq. Note: Sot attached systems shall be limited to a maximum resign pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Foice (F) value of 275 lbf., as tested in compliance with Testin g Application Standard TAS 105 _ If the fastener value, as field- tested, are below 275 Ibf. insulation nttac:hrnent shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchorlbase sheet or membrane attachment is based on a minimum. fastener resistance value in conjunction with the maximum de, sign value listed within •;•• a specific system. Should the fastener resist ancc 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 Con sultant may besubmittfed. Said revised fastener spacing • • • shall utilize the withdrawal resistance value taken from Testing Application St:tudardsTAS 105 and _• .•• calculations in compliance with Roofing Ap plication Standard RAS 117. • •7, Perimeter and corner areas shall comply with the enhanced uplift pressures requirements of these ••; areas, n t't:ner densities shall be increased for both insulation and base sheet as calculated in • ••• • compliainAi with Roofing Application Starrdard RAS 117. (When this limitation is specifically • • •• ; « rticrrid•s 1a in this NOA, General Unit :ration #9 will not be applicable.) ••• ••$.•wAll attaehnaent and sizing of perimeter millet rs, metal profile, and /or flashing termination designs •:mt.ii a,ljortn with Rooting Application Sta ndard RAS 111 and applicable wind load requirements. 9.4;1;13e traxiniiirn designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. •• field, p :r it;ters, and corners). Neither rativnal analysis, nor extrapolation shall be permitted for •enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). • •VviLevetilh limitation is specifically refer red within this NOA., General Limitation #7 will not he appiaca)Sle.) 10. Alt products 1 isted lhercin shall have a gnat 1 ty assurance audit in accordance NA' ith the Florida Building Code and Rule 913 -72 of the Flori ela Administrative Code. ENI) OF T 1-118 ACCEPTANCE NOA No: 03-0501.02 f. Oration Date: 11/06/08 A pproval nate:10 /23 /U3 Page 32 of 32 ROOF COVERING MATERIALS (TENT . . ROOf•iNG SYSTEMS (TGFU)— Continued Base Sheet (Optional): One or more layers Type Gi, G. or G3. Membrane: One or more layers of "Ruberoid Tordi" (smooth or granule) "Ruberoid Torch Ms' (granule), "Ruberoid Mop" (granule) or " Ruberoi Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. Deck: C -15/32 incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urel rte, perlite /isucyenurat.e composite, pertite /urethane composite, ph di c, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of lype G2 or 63. Ply Sheet (Optional): One or inure layers of type 61. Membrane: One or mere Layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (grznul" )• "Ruberoid Mop' (snroeth or granule) or "Ruberoid Mop Plus" (granule) Surfacing: Karnak No. 91, 1-1/2 - 3 gal /sq. Deck: NC Incline: 1/2 Base Sheet (Optional): One or inure layers of Type G1,,$G2 or 63. Membrane: One or more layers of "Ruberoid Torch" (smrit}th or granule), "Ruberoid Torcln Phis" (grariute). Surfacing (Optional): K.at oak "No. 97" or "169" at 1.3 gat /sq or Grundy Ind. "20 F Emulsion" at 3 gat /sq• Incline: 1/2 • Deck: C -15/32 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, ertite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in- coin. Base Sheet (Optional): One or more layers of Tyi,e 61, G2 or 63. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. Incline: 1/2 7. Deck: C -15/32 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber. isocyanurate, urethane., pertite /isocyanurate composite, peilite/ urethane composite, wood fiber /isocyanurate conipotite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): Orie or enure layers of Type 61. Membrane: One or giore layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Ptn' (granule), "Ruberoid Mop" (smooth or granule) or "9LLeroid Mop Plus" (granule) al s a r level. Srirfacing: Karnak No. 97, / 2 . 3 gIncliner r is 8. beck' NC Insulation: One or more layers pertite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic. 1-1/2 in. min. ;;, Pese Sheet (Optional): One or more layers of Type 51, G2 or 63. laern5,a -ne: One oomore layers of "Ruberoid Torch" (smooth or granule), "ftuberoii Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or Mop ( eale). / "R�.i�r�oir' Mo Plus" )• Surfacing: "AL MB Alec !hum .Roof Coating" at 1 -2 gat/sq. ca Deck: c -15/32 Incline: 1/2 Inst t.Mcr (untionat): doe or more layers perlite, glass fiber, 3/4 in. min, '.socyar:a,ate, urethane, pertite /isocyanurate composite, perlite/ ' urethane composite, pnenotic, 1 -1/2 in. min. Base Sheet: one or cure layers of Type G2 "GAFGLAS 1;75 Base Sheet ", hot moppet: or mec,taii'ceily feetened in place. Pty She`tetate or more layers of Type 61 "GAFGLAS Ply 4 ", hot mopped in place. Membraet"kuberoid.,M0•Eb FR" (3 raniule ). Surfatfn4 (Optional): '''GAF FiFmed Aluminum Coating at 1 -1/2 gat /sq or`. GAF Weather coat a feseis:©n at 3 gat /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, pertite /isocyanurate cumposita, perlite/ urethane composite, phenolic, 1 -1/2 in. min. • Base Sheet: One or more Layers of T 'e 62 "GAFGLAS #75 Base Sheet ", i hot mopped or mechanically fasten " Ply Sheet: One or more layers of GAFGLAS k i or GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" e). Surfacing (0ptimtat): GAF Fibeied s' inum Coating at ] 1/2 gat /sq or GAF Weather Coat Emulsion at 3 ga seq. Deck C -15/32 Incline: 1/2 Insulation: Isoceranurate. 2 in. min., rrglaW r; peahte ola s fiber, any thickness, hat mow-- d err c�arr'r,t1 y tened in place aolets BasetSheet: One or more layers of r G2•. hot mopped or rnechanir:,lty fastens n pl rce_ Ply Sheet (Optional): One or more layers of Type G "GAFCiAS Ply 4" or "Ply 6 of mopped " h d m place. : / S 1175 Base Sheet ", Membrane: "Ruberoid Torch FR" (granule). Surfacin? (Optional): GAF Fibered Aluminum Coating at 1 -1 /2 g /sq or BAP W@e ftDF t=0d1 tnidtaien et 3 galjsq: ROOF C' RING MATERIALS (TEVT) 135 • • •.•. p(e){:e •,,,,t• •'fSEh (1( Q}'— Continued 12. Deck?C,:5 /32; : S•: • • •Incline: 1/2 Insulation (Optaehalp: Te& cyanratareaiteor glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: Oree or more layers of Type 62 "GAFGLAS #/5 Base Sheet ", hotmopped•or n1etNanfi•Sty fastened i�r ace. Ptr�Sftel�lne or•m $•dyes c y e 6I. 4FGLAS Ply 4" or "Ply 6 ", hot aimed isi place. • e • • • * Merebrafl%j 'RubgeiaTeejth Fin'•(gl6nttle). Surfacing (Optional): GAF- FiberelAtufTinum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emut,» 7rr at 3 gal /sq. Incline: 1/2 13. Deck: NCe Tnsnlnt+on • dptio"el)�•L=4yfniir-lt, •r+ood fiber board, perlite, glass fiber, krt$00ti •t• del :peace•* echanically fastened in place. Joints oltset i 1*. • • e • • 62 "GAFGLAS #15 D.ise Sheet Base•Shcet; Ane df.mrlrr✓ lass uii/p hot mopped in ,place. Ply Sheet (Optional): One or more layers of Type tit "GAFGI AS Ply 4" or "Pty 6" but mopped in place. Membrane: "Ruberoid Tu rrh ,FR" (granule). Surfacing (Optional): "GAF Fibeted Aluminum Coaling" at 1 -1/2 gat /sq or GAF Weather Coat Emulsion at 3 gat/sq. 14. Deck: NC Incline: 1/2 Insulation Optional): T'ocyanurate, wood tiber board. pertite, gtass fiber, any tftickress, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS 1175 Base Sheet ", hot mopped in place. " Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" mopped in place. Membrane: "Rubernid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gat /sq nr GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. Deck: C -15/32 Incline : 1/2 Insulation (Optional) : Partite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2-or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional)_ One or more layers Type G1, hot mopped in place. • Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). '. Deck: C -15/32 • Iodine: 1/2 ' Insulation (Optional) : Partite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or 6 -3 base sheet, hot mopped or mechanically fastened. Pty Sheet (Optional) : One or more layers of fype G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "R,iberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop 'A" (granule) 17. Deck: NC Incline; 1 . - Insulation (Optional): Pertite, fiber glass, wood fiber, isocyanurate, urethane, pertite /isocyanurate composite or phenolic. Base Sheet: One or..more layers Type G2 or 63 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional) : One or more layers Type GI, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or " Ruberoid Mop 170 FR" (granule). 18. Deck: NC iodine: 1/2 Insulation (Optional): Pertite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of lype 6-2 or 6 -3 baee sheet, hot mopped or mechanically fastened. G 1 hot mopped yin Pty Sheet (Optional) : One or more layer; of Typ e , place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, nretha a ie, perlite /isrioonurate rotrposite or phenolic, any thickness. Rase Sheet: One or more plies al or 62, hot lnopprd or adhered with Karnak Cheat al Co. "No. 81" on tiibson -Homan "No. 6160" cold applied adh; .ive at 1.1/2 gat /sq. Membrane: One toyer of "Ruberoid Mop .FR" or "Ruberoid Mop 170 FR" (granola), hat mopped or adhered with Karnak Chemical Co. "No. 81" or Gibsun -Homan "No. 6160' cold applied adhesive at 1-1/2 gal /sq. 20. Deck: C -15/32 iodine: 1/4 Insulation: Polyisocyanurate, any thickness. G Base Sheet: "GAFGLAS 1115" (Type 62), mechanically attached. LOOK FOR MARIE ON PROMO X