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RF-06-2272
Inspection Date: 06/13/2007 Inspector: Grande, Claudio Owner: ROACH, RICARDO Job Address: 857 98 Street NE Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Project: <NONE> Block: Contractor: Z ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060142500 Lot: Building Department Comments REMOVE AND REPLACE WITH A NEW FLAT TILED ROOF JUN 1 4 2007 A7(1(4?I' Passed Inspector Comments e `id—� Size ^ e �,ec L-- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, June 12, 2007 Page 1 of 2 Reileh Engineering Corp. (Consulting Engineer) P.O. ': ox 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 June 1, 2007 Z -Jeff Roofing 2524 West 3 Avenue Hialeah, Florida 33010 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 857 Northeast 98 Street Miami Shores, Florida Information provided by client: Permit Number: RF 9 06 -2272 Date Completion: May 25, 2007 Roofing Contractor: Z -Jeff Roofing Project Number: 07 -1708 (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 Monier Atlantis Flat 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, ridge caps and (1) in the comer areas were conducted. Based project 1 a copy of 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 hamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 857 Northeast 98 Street Miami Shores, Florida Reileh Engineering Corporation — Project Number - 07 -1708 — Page 2 of 3 Report of TILE UPLIFT TEST for Residential Home 857 Northeast 98 Street Miami Shores, Florida Project Number: 07 -1708 Test Number ° Test Ioad;(lb#) Test Status 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 Relief' Engineering Corporation -- Project Number - 07 -1708 — Page 3 of 3 4 1 8 /// Ii 9 10 °h 07 -1708 APP OX, tOOF Te5t LOCA11ON5 AM) tIMTN5ION5 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SUE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOLIO NQ. C - + OD { 4- STATE OF FLORIDA: COUNTY OF MIAMI -DADS: 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 description of perty and street/address: N U- ryudint C/0175 Pb X02_73 !. t y 19 e IN NUM CFH 2006:RO94631 S OR By 24574 Ps I290i (f,t s RECORDED 0,/05 /2O06 1,2g04;15 HARVEY RI..IVINr CLERK OF COURT MIAtNI -DADE COUNTY, FLORIDA LAST PAGE 2, Description of improvement RE-ROOF 5. Owner(s) name and address: it 4" TZ Interest in property: RESIDENTIAL Name and address of fee simple titleholder: N/A 4, Contractor's name and address: Z ROOFING INC 2525 WEST 3 COURT - HIALEAH, FL 33010 5. Surety: (Payment bond 'required by owner from contractorhtWiCERTIFY Mat this is Name and address: N/A OI•,glnaIf -++�1A iL Amount of bond $ WA 6. Lender's name and address: N/A 7. Parsons within the state of Florida designated by Owner upon provided by Section 713.13(10)7„ Florida Statutes, Name and address:. WA notices or other documents may be served as 8. to 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; N/A , 9. Expiration date of this Notice o -9oi rnencement (the expiration date is 1 year from the date of recording unless •a different date is specified) Signature of c wn ' Print Owner' Name !r 61{m),\E7LA Erse Sworn to and subscribed before me this day of 20 06 . Notary Publiok Print Notary's My commission expk-es: 123.01 -&' FAGG 4 13 IO No. 00220503 Bonded thru Old Republic Surety Company Prepared by Address: 2525 WEST 3 COURT HIALEAH, FL 33010 octimicco . 101 nil Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No. IM@MEWEl at SE�P/0 5 06 20 BY: _1.e�� Permit Type (circle): Building {{ Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) tiJ O - Ca Phone # 3 05 . 5 O . 100 3 Owner's Address e 6 KIE' City 11(1 cuw D{es State 'Pi- , Zip 33 13 S Tenant Lessee Name Phone # Job Address (where the work is being done) (53 R N City Miami Shores Village County Miami -Dade Zip 33 13 7- Is Building Historically Designated YES NO Contractor's Company Name z "Roo-P Contractor's Address 2 �J 2 5 1/v' _ 3 CT City ±l(Q j c * State F) • Qualifier u51-0,-) bcpa 5t`o Phone # C30 S) ?r-g 5 O 1 lti (.0 Zip 3010 State Certificate or Registration No. @ t32 &.10 Architect/Engineer's Name (if applicable) Certificate of Competency No. Phone # $ Value of Work For this Permit 20 ®� t Square Footage Of Work: 2 0 Type of Work: ['Addition ['Alteration ['New >( Repair/Replace [' Demolition Describe Work: Rem OV' F j IrH /- K1E/eJ Tit-ED ****************************Fees****************************** * * * * * *, * ** *, * * * *, Fees * * * ** * * * ** * * * * * * * * * * * * * * * ** * ** 300 (e— Submittal Fee $ Permit Fee $ CCF $ 00 Notary $ Training/Education Fee $ 4 -00 Technology Fee $ CO /CC Scanning $ Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 3`3 (Continued on opposite side) Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City S 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 AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs s- en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a !e nspection fee will be charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 22__ e foregoing instrument was acknowledged before me this 22- day of 3 , 260(.0 , by 1 l_�l_ 1' Z.d , day of 2000, by 3 (, -I-,vz ex fDOFD who is personally known to me or who has produced who ispersonally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. .LISSETTE PACHECO Notary Public, State of Florida My Com NOTARY PUBLIC: Sign: Print: My Commission No. 00220503 ,Wed thru OId Repub Ic urety Company My Commission Expires: --_ * * * * * * * * * * * ** ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 h OFFICIAL. LISSETTE PACHECO Notary Public, State of Florida 2007 No. DD220503 Bonded thru cold Republic Surety Company * ** * ****** ****/ k** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning SECTION 1524 1-1,,JjMVMEVUI SEP 0 5 2006 L PFe B Y: 011/6 HIGH VELD �' ° i c� i` , ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it p Y '. t s o i the responsibility of the roofing contractor to provide the owner with the required r• I ',g" am to the owner the content of this section.. The provisions of Chapter 15 of the Flo B - I • ing govern the minimum requirements and standards of the industry for roofing system t " dditi • . y, the following items should be addressed as part of the agreement . between the ownie an ° crntracto The owner's initial in the adjacent box indicates that the item has been explained. Mag, 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. • mJ`c' 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). ef\L,'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. E , 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. (t it r,,, 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 engiheer. 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. • • •. • • • • • • i"`h�p ` •••• • • `o 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the be Is not • overloaded from a build up , of vatix. Perimeter/edge walls or other roof extensions may bbl gi this disgtr a if • • overflow scuppers (wall cruitlefs)'.are not provided. It may be necessary Y.•P�• g Y to install Anerflow scjilspgrs in accordance with the Florida Biiiidih ;Code, Plumbing. �.... Cl��:o.0 =7. Ventilation: Mo t ro'of'•struetu es should have some ability to vent natant! aifflow fbroug$ the • interior of the structural assembly (the building itself). The existing amount of attic,telt41 tion shall, not be • • reduced. It may be beneficial. ti eonsider additional venting which can result in extending the'servk 1*gf the roof. •••• . •••• ■ 0 er' gent's ` ignature ' Date � •ntractor's Signature CADoeumeub and &etfittplelmmatutandS TemptTempomy interim FdaSCom sursoHI3AYTn4EcnoN 1514fIJ.doe • • ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- velocity Hurricane Zone Uniform Permit Application Form. Sectlon A (General tnfnrn,ptionl Master Permit No. Contractor's NIS Z ' `IF I J4 Job Address Process No. Low Slope D Asphaltic Shingles D New Roof Low Slope Roof Area (SF) 42•i©0 NE 97 or ROOF CATEGORY D Mechanically Fasted 111. Mortar/Adhesive Set Tile ig D Metal Panel/Shingles P Wood Shingles/Shakes D Prescriptive BUR -RAS 150 ROOF TYPE Reroofing CI Recovering ROOF SYSTEM INFORMATION Steep SlOped Roof Area (SF) motion. B (Roof Pian1 Sketch Roof Plan: illustrate all levels and sections, roof drams, scuppers, overflow Include dimensions of sections and levels, clearly identify •dimensions of elevated scuppers and overflow location of parapets. pressure zones and location of 0 Repair 0 Maintenance Total (SF) voe ._...�.��.�.�,..T I. ®_ ®m _Rum► J ■11411111 • 'IIEIlHMlNI1L7.!1tI1RPi': 71)31. 111111111111110iiil ■�1■1RR i-11 111111111111111111111114111111. Milt 1.111111111M 111111111111111111111111 1111111111SPII 111101111111111111111111311 r 11A.---•: rrrr...iii aia��"i X11 ° ��rr■ •RNmoR■R Rm.;r RS Z poolglilli NO MECH EQUIP NO GAS OR UL VENTS Fr. • •••• • • •. • •••• • • . • ••• • . • •• • • ••••• • •••• •••• • Q� oe • W FLORIDA BUILDING CODE — BUILDING Florida High-Velocity. BactiomrellawlkamAaallaatQa Ft11 in specific rot assembly components and identify nranu?acturer (If a component i not used, identity as "NA") System Manufacturer , 6 A'F ROOF ASSBMBLIES AND ROOFTOP STRUCTURES ding Code Edition 21XJ4 Zone JIHorrm Penn' Apse:Moe Form. Product ApprgvatNo.:" O3-o6oI. o . • DesignW dPressures,Fron :MSf2AorCalculations Pmax'l: 414 Pmex2 -512 .(o Pmaxit:A24% 3 Mex. Design Press" born thrupeollie Product Approval system Deck 1Pipte 1411,000‘.4 ,C�GaugeRhlctanesE $ 1, Slope a 2 u Anchor/Base Sheet S Na of Ply(s): t fly * 36 Anc rlease Sheet Fastener/Bonding Material: runs 32 � aner� ,s . Males insulation Base Layer: Base insulation Size and Thickness: Base insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top insulation FastenerBonding Ma kfid: Base Sheet(s) & No. of Piy(s): •. •' !' Base Sheet Fastener/Beinding.Matertat :. Ply elieet(s) & No. of Pty(s): ,2p�1{5. °Ply Tir Pry Sheet Fa3tener/Bondin • Material: Top Ply: W 1 N192ft SLtmrlft' e- alpsHeor Top Ply Fast& erIBoq ng Mated 1 :A hct I r • • • • FLORRIA m nLnMN' (tong — Qa I1B._tnTNG 4 Surflickilr ... Fastener Spacing for Anchor/Base Sheet Attachment Fl d: 21: at 0 Lap, Rowe 2 • I" op Perimeter: b "" oe *lap, i Rowe ..O L' Comer: _ter oc a L'ep,.# Rows.,., B "oo Number of Fes tire_ il�lnsutat1on Board: Field Perimeter Coma' Ittileltate Components Noted and Details as Apple: Woodbladdng, Gutter, Edge Termination, Strom, 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 • 33 bfLV, Me nit. VONN tzar Moppet • •••• •• )OOD DDLUL 44S, iationir ThweAPPMD 2F4 (es ?f 'dot trOfed M••• •••• • •• • Root• - • • •••- •• - • • 0. • •••• • • .•••• ••••' • • • •• • ••oa••• • •, • •• • •• •• •• •• • • • • •• • •• • • •' •• • • •• •• • • 42C F-&-Z. i JV 4 /L C-7J / 0 1=1C- Yefil /- C ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High-Velocity Hurricane Zone Uniform Permit Application Form. Section D. (Steep Sloped Roof System) Roof System Manufacturer: al I LL.1 L I Pe fa, L. C LLC Notice of Acceptance Number: C12 - j 2 j t ., CI Minimu Design Wind Pressures, If Applicable (From RAS 127 or CCalculauons): P1: ---y').- . J ,P2:, i ` 5.') `-5 - I ,P3: Maximum Design Pressure (From the Product Approval Specific System): Steep Sloped Roof S stein Descri�on Deck Type: Ridge Ventilation? S/g (L /a_. /oo Type Underlayment: Insulation: — Fire Barrier: Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: IMean Roof Height /0 / -5;4 re, e, 3z5.4 •x'.S IL-7a (�;s • • • •• • Roof Covering: • •• • of • • •••• 0 .-3 Tsai j EZ�`•: ,4 .r &id& Z ,f 2 , c . A/Q . 4 ,c, -- `'677•r • • • • ••• •• •• • • • .• • ..t40lt/ /6'r' 74"417177e._ • • -z.41- %7f- )t/44,4,4M‘• • 0 S) f Type & Size Drip Edge: 15.34 FLORIDA BUILDING CODE — BUILDING .,:s! . 000000 • • • • • • • •• • • • •••••. • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems. choose either Method 1 or 2. Compare the values for Mr with the values from Mr. 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 Calculations Per RAS 127" (PI: -�S( x7f. -177 = 1'io3 ).Mg :23f? =Met 5'73 Product Approval Mr �i.S (P2: _15'I x • 0 =II%'�3)- Me:Z'�C` =Mr' i4ri3 Product Approval Mr14`"1. (p3r95•) x X 417 = � t^.c13) Mg,2. l � � = Mry j' L I3 Product Approval Mr` �`3' Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M Mr required Moment Resistance* Mean Roof Height -> Roof Slaps 4 15' 20' 25' 30' 40' 2:12 34,4 34.5 38.2 39.7 42.2 3:12 32.2 34.4 35.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.5 32.8 34.9 5:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 29.2 30.0 °Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof. then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (PI: x L = x w: _ ) - W: x cos 0 = Fri Product Approval P (P2: x L _ x w: _ ) . W: x cos 0 = Fr_ Product Approval F' (P3: x L _ x w: _ ) - W: x Cos e = Fr; Product Approval F' Where to Obtain Information Description Symbol Where to find • • • • Design Pressure PI or P2 or P3 • . .. • RAS 127 Table 1 or by an engineering analysis prepared by PE basal on ASc 2. Mean Roof Height H • .. • Job Site Roof Slope 9 •••• Job Site • • Aerodynamic Multiplier A 0000 Product Approval • Restoring Moment due to Gravity Mg . •. .. Product Approval • • • Attachment Resistance Mr to Product Approval • . • Required Moment Resistance Ma . . •• • Calculated I Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submit ed to the building official at the time of permit application. FLORIDA BUILDING CODE -- BUILDING •••• • • 0000 • •. • • • 0000 • •••• • • •00• • ••• • • • •• • • •••• • •••• •••• • • •• • 15.35 00000 •• • 00000 • •••• • • 0000 00000 • • • • 00000 • M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Monier Lifetile, LLC 135 NW 20th Street Boca Raton, FL 33431 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 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: Cedarlite 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. Mite to c 1 with any section of this NOA shall be cause for termination and removal of NOA. •••••• y • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flonfia,•'M followed'by the expiration date may be displayed in advertising literature. If any portion of the NOA is di •la ed, then.i1 `sill be done in its entirety. • y • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer orit istnbutsi • •: and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Frank Zuloaga, RRC • • • • • • • • • • • •• • • •••• • • • .• NOA No.: 02- 1211.06 Expiration Date: 12 /16/07 Approval Date: 01/08/03 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Flat Profile Roofmg Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile 'Cedarlite' 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. 2. PRODUCT DESCRIPTION Manufactured by Applicant Test Dimensions Specifications Monier Lifetile LLC 1= 13" PA 112 "Cedarlite" Tile w =13" %2" thick Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. PA 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P0631 -01 IC- 1320 -94 25- 7688 -3 25- 7688 -10 Product Description Flat profile, interlocking, high pressure extruded concrete roof tile equipped with three nail holes and double roll ribs. 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 Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) •••• Wind Tunnel Testing a jhc. 1991••••• PA 108 (Nail -On) •• • • •• Withdrawal Resistance Testing" • • SEP. 1993• • • • • of screw vs. smooth shank nails • Wind Tunnel Testing • " "" • PA 108 g • ...Aug. 1994" " "' (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Physical Properties PA 112 Static Uplift Testing PA 101 (Adhesive Set) & (Mortar Set) •...•• • ••• • • ".fatly 19924 • • ; • • • Feb. 1995• • • • • . • • • • • • .... •• June 19f?•;•• July 1996 • • NOA No.: 02- 1211.06 Expiration Date: 12/16/07 Approval Date: 01/08/03 Page 2 of 5 •••••• .• • • • • • •• • • Test Asencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier 25- 7688 -5 25- 7688 -4 Test Name/Report Date Static Uplift Testing June 1996 PA 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing June 1996 PA 102 (4" Headlap, Nails, Clips) 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum 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 ' Cedarlite' Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Avera s e Weis ht W and Dimensions ix w Tile Profile Weight -W (Ibf) Length -1 (feet) Width -w (feet) Monier Lifetile "Cedarlite" 4.65 1.125 1.08 • • ••• • •• •• ••' • •• Table 2: Aerodynamic • • Multipliers - A, (ft3) • • . (ft3) • Direct Deck Applicatjgq. - • -- • ` • Tile Profile Monier Lifetile LLC Cedarlite Tile 0.178 '....• •:. Table 3: Restorin s Moments due to Gravi - M. ft-ib • • • • • • • • • Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" : •7":12" or nreater• 4 g.80 • • •' Monier Lifetile LLC Cedarlite Tile 2.80 2.80 2.80 2.80 2.80 ••.• NOA No.: 02- 1211.06 Expiration Date: 12/16/07 Approval Date: 01/08/03 Page 3 of 5 • • ••• • • •• • •• •• • • •••••• • • • • • • • • • • •• • • • • Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Tile Profile Tile Application Approved Nails Approved Screws2 Monier Lifetile LLC Cedarlite Tile . Direct Deck 2 nails 1 screw 2 screws 16.4 16.4 27.6 1. Data noted in Table 3 is for Installation with a 3" tile headlap. 2. Approved screws are as noted in the Trade Names of Products Manufactured by Others.' Clips on eave tiles may not be required for this attachment configuration, please refer to Miami -Dade Roofing Application Standard PA 115 for Moment of Resistance calculations. Table 5: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile LLC "Cedarlite" Tile Mortar Seta 43.93 Adhesive Seto 49.54 3. Tile -Tite Roof Tile Mortar. 4. Adhesive uan - 0.6 seconds, and a minimum foam wei ht of 17.2 rams. 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. • • • • • •• • • • • •• • • • •• • • • • • • • • •••• •••• • • • ••.• •••• • • •• •• • • • • • •••• • • • • •••• • ••• • • • •• • • • • • •• • • • • • • • • • • • •••• • • • • • •• • NOA No.: 02- 1211.06 Expiration Date: 12 /16/07 Approval Date: 01/08/03 Page 4 of 5 PROFILE DRAWING MONIER LIFETILE "CEDARLITE" CONCRETE ROOF TILE END OF THIS ACCEPTANCE 3/4" • • • • • •• • • •••• • • • • •• •• • • • • • •••• • • •••• • •••• • • • •••• • • •••• • •• • • • • • •• • • • • • • •••• • • • • •••• • ••• • • • •• • • • • • • • •• • • • 000000 • •• NOA No.: 02- 1211.06 Expiration Date: 12 /16/07 Approval Date: 01/08/03 Page 5 of 5 • • • MIA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 ML4 II -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SMITE 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 (ABi). This NOA shall not be valid after the expiration date stated below. The Mann-Dade County Product Control Division (In Miami Dade County) and/or the AM (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 ABJ 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: GAF Conventional Built -Up Roof System for Wood Deck. 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 chat*: the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorseiieht of 4py .. product, for sales, advertising or any other purposes shall automatically terminate this NOA..Fatine to cb&4ple 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, Flgr.�.i sand folfdind by the expiration date may be displayed in advertising literature. If any portion of the NOA is d played, th Viral' be done in its entirety. . • • • . • • • •••• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or'its distribt ters •• • •••• and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC • • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 • • • • • • ROOFING SYSTEM APPROVAL Category:. Sub•Categorv: Deck Type: Maximum Design Pressure Fire Classification: Roofing BUR Wood -75 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF Weathercoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating. (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) RUBER ®ID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex PlyTm 6 Dimensions 5, 55 gallons 601b. bags 5 gallons 1, 5 gallons Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 • Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 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. 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide •••• • • • • • • • • •••• •• • • •• ASTM D 4586 Fiber reinforced, polymer nuadifiad F1a • ASTM D 4586 ASTM D 4601 ASTM D4601 ASTM D 2178 cement •••• • • •••• Asphalt flashing Cement , • •• •• • • • Asphalt impregnated and :batedglass.t • • base sheet. • • • • •••• •• • Asphalt impregnated and coated, fibergfase • base sheet Type VI asphalt impregnated glass felt with asphalt coating. • •••• • • •••• • ••• • • • •• • • NOA No: 03. 0501.05 Expiration Date: 11/04/08 Approval Date :10/23/03 Page 2 of 21 Product GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator perform GAFGLAS® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - WeldTM Smooth RUBEROID® SBS Heat We1dTm Granule RUBEROID0 SBS Heat- We1dTM 170 FR RUBEROID® SBS Heat - We1dTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID® SBS Heat - We1dTM 25 RUBEROID Modified Base Sheet Ruberoid Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide. Various 39.37" (1 meter) wide 1 meter (39.37") wide meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide 20 39.37" (1 meter) wide Ruberoid® Mop Granule 39.37" (i meter) wide Test Specification ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 Product Description Type W asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. ASTM D 4897 Fiberglass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. • ASTM D -6164 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 Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D-6164 Non Woven Polyester mat coaxed 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. ASTM D -6164 Non -Woven Polyester mate oated with. • • • • polymer - modified asphalt iiuilsrpooth • • •" surfaced. ASTM D4601, Premium glass fiber reinforce COS- . Type 11, UL modified base sheet • • • • • • • • • •••• T G2 BUR •••• • • •••• • • ••• • • • ASTM D 6163 SBS modified asphalt base sheet and • • • ASTM D 5147 interply sheet reinforce with ar glass fib mat. ASTM D 6222 Non -woven polyester mat eeate I with •••• ASTM D 5147 polymer modified asphalt and surfacedwithi mineral granules. • • • • •••• NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 3 of 21 • • • • • • • •.••• • • • • • • • Deck Type 1: Wood, Non - insulated Deck Description: 19 /32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Naltable, RUBEROID Modified Base. Sheet, RUBEROID® 20, RUBEROID SBS Heat WeldTM Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck asdescriibed below; Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sleets 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® Ply 4®, GAFGLAS Flex P1yTM 6, GAFGLAS #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 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 —4S psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and thin caps ata 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 (GAFFITE) #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 (GAFITI'E) 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 tpt®ck witf' • •' Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. is Mqws. fin • • • row is in the 2" side lap. The other rows are equally spaced apple ;innately 9" o.c. in the field of the sheet ••••• . • • • • • (Maximum Design Pressure —7S psf, See General Limitation • • • • • Ply Sheet: One or more plies of GAFGLAS® PLY 4®,,GAFGLA.S® PL1; fly sheet, : •: #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 aclhered,30 a full 7. • mopping of approved asphalt applied within the EVT range ana at .a. late of 2Q 40 lbs./sq. • • ••. •.••.• Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap She&'f adhered itr a• , ' . _ full mopping of approved asphalt applied within the EVT range and at a rate bf • 2640 Pos./sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 18 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/" Dens Deck or Va 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 lbsisq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical atta "hment. 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 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 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. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these • areas. Fastener densities shall be increased for both insulation and base sheer pirCilculatelr iti compliance with Roofing Application Standard RAS 117. (When this • himitatla,.10. ci `Tlise g • referred within this NOA, General Limitation #9 will not be applicable.) • 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing terminptitmrdesigns .... • shall conform with Roofing Application Standard RAS 111 and applicable wind load Ytquiremente. • 9. The maximum designed pressure limitation listed shall be applicable to all roof prevar.e. tones •` field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be wijted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners aZid eo>gieis)..... (When this limitation is specifically referred within this NOA, General Limitgtio i 7 wilrn.9t • • be applicable.) '" • • ••111• • • • • 10. All products listed herein shall have a quality assurance audit in accordance with the Florida • • • Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE • • • • • ••••• ..... 1 • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 21 of 21 2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY 178 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA.", "BMCA Tapered EnergyGuard RA" and'BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insula- tion in any of the following Classifications. Ti umbull "Derma Mop" maybe utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". GAFGLAS •A0 Premium Base Sheet may be used in any of the following systems. " GAFGLAS Flex Ply 6" is a suitable alternate to " GAFGLAS Ply 6 ". "GAFTEIvl' Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 — 3.0 gal /sq. Class A,B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped. Surfadng Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Gi " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. MAX. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. /5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers Type G1 " GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Incline 3 Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers Type GI " GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 7. Deck: C -15/32 Incline 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite / isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet One or more layers Type G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), 'Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. , 8. Decic C -15/32 Incline: 2 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type G1. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule; "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Gr or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped: 9. Deck: NC Incline: 2 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, w fiber, mechanically fastened, any thickness. Base Sheet One or more layers Type G2, "GAFGLASS #75 Base Ply Sheet One or more layers Type G1 " GAFGLAS Ply 4 "GAFGLAS Ply 6. Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ": mopped. Surfacing: "Fireshield MB ", 2.5 — 3.0 gal. /sq. Class B 1. Deck C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, .glas fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlitei urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers Type Gi " GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Shy h mopped. 2. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass:? fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, an thickness. Base Sheet Two or more layers Type G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule),. "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C 1. Dedc C -15/32 Incline:1 /2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any 'thickness. • • • Ply Sheet Three or more layers Tape G1 '4CP .4-AAS Ply 4" or "GAFGLAS Ply 6 ". • • • • • • • ••••• Surfacing: "Special Roofing Bitumen" 201bs /s4. e • • • COAL TAR BELT SYSTEMS 1,4711 i1`k2• DT ROOPENOCOAL TO,U• • Cift •• • 1. Dedc C -15/32 • • • dncline: 1 4• • • Insulation (Optional): One or rio or.,111yers pc•c �, wood fib z, glass* fiber, isocyanurate, urethane, pgEliiete /isocyanura composite, urethane composite, wood fber /isocyao rate cp$lp , phenalit•any thickness. •• •• •• • •••••• Ply Sheet Three or more 1 floe G1 " GAFGLAS Ply 4 "•sr " GAFGLAS Ply 6 ", hot mopped with coal tar bitytaig. • Surfacing: Gravel. • • • • COMBINATION H('4 E»COLD SIV§IttMS • •••• Class A • • • • • 1. Deck: NC Incline: 2• • • Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1-1/2 gal /sq. 2. Deck: NC Incline:1 Insulation (Optional): One or more layers perlite, wood fiber, glass . fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. • • LOOK FOR THE UL MARK ON PRODUCT MIA MIDADE 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 -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 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: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® 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 Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack 0 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 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 1.6 lbs. /f.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 SUBMITTED: 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 Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 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 Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 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 11/16/94 ASTM E 84 01/16/95 TAS 114 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® 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 their tile assemblies shall test in accordance with 5. Roof Tile manufactures acquiring acceptance for their tile assemblies shall test in accordance with 2 F, =, MS the use of Polypro® AH160 roof tile adhesive with TAS 101. the use of HANDI -STICK roof tile adhesive with TAS 101 with section 10.4 as modified herein. 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 roof tile assembly having a current NOA that lists uplift resistance values with the use of Polyproo AH160. 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 Polyproci 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. Folypro® 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 (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® 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. (' ams) Two Paddy Weight per paddy Mm. (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 8 LABELING: All Polypro® 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 SINGLE PATTY Nail through plastic cement Underlayment Paddy (Beneath Tile) 1) Place enough adhesive to achieve 17 to 23 OPtiQui 2K4's for square inches b contact with the pan file stP Pitch aPP s Then install the tile. 2) Turn covers upsidedown. Place adhesive 112 hi. To 1 in. From outside edge of cover tile. r tfr, 10 in: Eave Course 2 in Nail through plash cement Eave course only. Keep adhesive approx.4 burp from amphoras Fascia Eave Closure top ppadon of the save course cover t0e. Abut to second course of pantiles. Ensure save end of paned cover tiles are flash at save ilne. Eave closure (mar#r gown) Optional Polnt-up Mortar on longitudinal edges of Ole NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) ••In. I x3ln. Single paddy on under- layment Single paddy under tile Single paddy on top of tile j 2 In. X 7 M. medium size paddy eave Fascia course only Eave course Nail through plastic cement Underlayment 1 Single paddy under tile Single paddy between tie 2 in. x 71n. medium size paddy eave course only re 3 in.x 3 in. S 4 in. paddy on under - layment Single paddy on top of the Eave Course Fascia Weephoa Eave closure Drip edge Nail through plastic cement Single paddy between tile /4'3 In. x3in. Single paddy onunderayment Single paddy on top of tile Eave Course Eave Closure 2 in. x 71n. medium Fasc ssiize paddy save course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7