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RF-07-1907• Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -61049 Permit Number: RF 9 -07 -1907 Inspection Date: 10/29/2007 Inspector: Grande, Claudio Owner: SWOPE, LORETTA Job Address: 1208 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060144100 Lot: Phone: 786- 277 -9540 Building Department Comments tear pff existing tile roof, replace with a new monier color through all tiles the same color concrete roll tile roof system color tile is champane cream ®� Passed 0 nspector Comments my 0 Dr__- Failed Correction Needed , Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, October 26, 2007 Page 2 of 2 U.S. SOUTH Engineering & Testing Lab., Inc. Project 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 No 09830 SITE SPECIFIC INFORMATION Owner's Name y' °-- ' c pe- Job Address Roofing Contractor • � m ;m' Type of Tile: 1 = r " 7 ;" _ ` Date Installed- K2 ®3 3- Approximate Roof Height: i - feet Roof Pitch: °6 / 12- Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: 3i S t 0 ft2 Required Testin Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested. �C- Permit # F cf° [qt)} TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test(P or F) Test Location Uplift Pup Tes t(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 — 11_ � _ 76 2 27 52 J 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 58 81 7 32 57 82 8 33 58 83 9 34 59 1 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 B4 89 15 40 65 90 18 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 1' 50 a 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT SU: ITTED BY: Lab Certification # 98- 0608.04 State of FL Certificate Authorizati. # 4100 � � L Sketch of Roof Job t2,M kta 65q 1 rFI Sheet Number of ' Contractor Checked By Scale 1111111111.11 111111•••111,111111111111111111 .1111.. = s= =LE— "V .............. ......�....... 1111 .......f...Sr 1■E11111111 1..111 i . r ! �11 .1..1....... ...1..► SEINII.11.1M1.1...111 11111.1UM1III1111rJ1111.11 R7� T�l� \I //� 1 �� 1 ���I �( r !,a ...111 \�►,anti'r m „ rdj mmummonsammowi •l •....i1\..'.. .111.1.. ummom ..i' .....1nf ium ' i I „ f, 11.1.1.1..1 v , �... 1.1111 1 ..i \ •••..1.q.. ii1 111111 1- I �1 .....7.!..r . 1111.... ■....:�C' i :rii r N ' j i KM 1111 \r ..M......... .....1; WWWWEIVINO11 MAMM1..1..■ minumlounmenerracamiummummus 11101111111M111111 11 11 n i1 11.x...1.... 111111/11 11111111111111111111 III!!!!!IIIU1IIIIUIIIIIIII1I1 _Notes: Miami Shores Village .0\\Q.0 . ) 1.Ov Building Department q-11-(R 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. f �� Master Permit No. Permit Type (circle): Building ,Electrical Plumbing Mechanical L Owner's Name (Fee Simple Titleholder) or- �lAJO € Phone # Owner's Address ic2, NE 95-4"1' 5-1-1 City rvk ho re6 State FL. Tenant/Lessee Name Zip 33 )3 Phone # Job Address (where the work is being done) aa NE 1 5th 6 City Miami Shores Villaze County Miami -Dade Zip 1! -3 O — O litt00 FOLIO / PARCEL # Is Building Historically Designated YES '' NO Q Contractor's Company Name J4i&)< RO0 ( Y\,0 Phone #, 3 0.S 9514-01 -/ Contractor's Address T 10 O)( 531 051 City Ate metn i Qualifier Name State Certificate or Registration No. Certificate of Competency No. 0 b 8.6 DODO f7 State FL e�( zip 3 3 153 Phone# "IV" all —ctb Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ,r9% ri00 Type of ❑ Describe --rave-- Pio Work: Addition ❑Alteration c. Work: er' �o ®r r© k ( 1 es +h vsam e co 1© r c,oh ere1-e r-a I o 6 s sirvx, • for o- ---0 le, L6 C hA Vvt ,* A. e✓ ''&t-lt vt wee ait�%inear Footage Work: 311 00 QltiS .8 Mti ea o3 noituirs ee^3 d # noietftt�` Ali 8 ter P /Replace ❑ Demolition etv Submittal Fee $ Permit Fee $ o CCF $ I. e5IJ CO /CC Notary $ '.. Training/Education Fee $ 4-. Go Technology Fee $ a • ) Scanning $ 9 . Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ • �J See Reverse side --3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged SSignatur Signature Aui Owner .;/""gent Contractor The foregoing instrument was acknowledged before me this :- day of 4 1/ ,20 ,by d who is personally known to me or who has produced as identification and who did take an oath The foregoing instrument was acknowled ed before me this day ofc 20En, by who " env oonally kno rto me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: My Commission Expires: *************************************************************** APPLICATION APPROVED BY: (Revised 02108/06) Plans Examiner Engineer Zoning .7( car 4 Signature of Owner NOTICE OF COMMENCEMENT 111111111111 11111 11111 11 111 1 1111 11111 1111 11 11 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.1 I - 33D(0 OILN I CO 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 description of property and street/address: CFN 2007R0897044 OR Bk 25917 Ps 0215; t1PS? RECORDED 09f11f2007 12:31 :49 HARVEY RUVIHe CLERK OF COURT MIAMI -DADE COUNTYv FLORIDA LAST PAGE 1& o'd (v g5 S, Al i c v 1 I-1 MIA tip s -Pe) lb -31 toT is —t( ,QS' 2. Description of improvement: R>✓ --r2 Ore 3. Owners) name nd address: 1-0 le- a � W o p e. l a, o' j q6 6±1. pA∎o w i 5nor 51FL 33138 Interest in property: °WV) 'er Name and address of fee simple titleholder: -E.. pow box 53/05/ 4. Contractor's name and address: YGk-141) Wcxj e tAlksv,eli SA.40(La I 331.5 5. Surety: (Payment bond required by owner from contractor, if?STATE OF ERT!F'th COUNTY OF DADE tY� ( Y q y 819�i'�3Y CERTIF riser this is copy otrne Name and address: anginal filed in th'1r %: r , D 20, Amount of bond $ WITNESS my hand ?nd Official Seal. HARVEY RUVI -aK p cult and County Courts 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other cuments may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Print Owner's Name L d e W Sworn to and subscribed before me this Notary Public Print Notary's Name My commission expires: day of ,20!'7 Pa(A.) Prepared by 123.01 -52 PAGE 4 0 /06 • • •.• • • • ... .. .. • ','• • • • ... • • Florida Building Coda Editibrf Zbdl' _ V Hurricane Zone Uniform Permit • I catlon Form. Section A (Geneiraf Ihid Master Permit No. Process No. Contractor's Name & J h �1\ 1 O c , 95 +h s.' :•: Job Address •• • • • • ROOF CATEGORY ,�,� D Low Slope ❑ Mechanlcally Fastened Tile U 1 D Asphudtic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles • • RECEIVE . R 1 0 2007 • • • • • ilGIMM. -r11r :..:. Ilallirlff • • ,Lfal ❑ New Roof ❑' Prescriptive BUR -RAS 150 ROOF TYPE Re-Roofing ❑ Recovering Are there Gas Vent Stacks Yes ❑ No Type: Natural ❑ LPGX ❑ ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof.Area (SF) Total (SF) 31400 314 CO Section B (Roof Plan) Sketch Roof Plata 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. MM MMMMMMMMMMMMMMM MMMMMMMMMMMMMMMMMMMMMMMMMMM MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM RMMMMMnannnMMMMMMMMMMMMMMM MMMMMMMMMMMMMMMMMu ■MMMMMMMMMMMMMMMMMMMMMMMMMMMMMM MMMMMMMMMMMMMMMMM MMMMMMMMimum MMMMMMMMMMMMMMMMMMMMMMMMMMMN saaMMmmEM!�!lMMMMM MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM MMMMMMMMMMMMMMMMMMMMMMMM IUil►MMMMIMINUM MMMMMMMMMMMMMMMMMMMMMMMMM MMMMMMMMMMMM MMMMMMMMMMMMMMM ■MMMIMMM'MNIMMMIMMMMnnO limmilMMMMMMMMMMMMMMMMMMMM ummaliMMMMMMMMMMMMMMMMMMMMMMMMnimM OIMMiiaiu.Miiuru1Ma�� Imii#Minannannnannnin %nifinnonnni minninnnsionnunnonnwisni miniO nnnonanti l %MIIr ►I: l■MMMMMMMMMMMMMMlMnnnua ! 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MMrrN• WVMMMMMMUM eaMMIIIMIL!MlfiRMT1IMMlr!IM RMMMMMM los MMMMMMM'IRIMMMM� MM Cdr'MMue' MMMMMMa 3MMMMMMMMMMu W MMiMM►a 'MM`7MUMNI• M IMMr IMM #�fr17M•ill IEMMMMM M AMEMu.MMuMMISrMM':MSOMIIM-I:MMM g MMMMWOMmI1MAWMMWN KMM11fMUWINgMM$MM =Timm m ICMMMMMMMMMM MMMMMMM'"' MMMMMv aMMMMMMMMMMMnaw ansMMMMCMKMMMMIMaMM IIn:MM MI Mn1�.MM �IM MMMMMMMMMMMMMMMMMnnnarmnionliM MMMMMMMMMMMMMMMMMMMMMMMM ■nnissammanNnsmananM inMMMMMMWMMMiOMMMMMMM:MMe nlInnMMMMMMnnnniOnnnIn OlninninIn Innlinninnnmannionlinn- innonnMM MMM M M ORMMMMMm\MMM MMMMMMMMMMMMM MMMMMMMMM MMM MMMMMMMMMMMMM MM ) �" M��MMMMM�MM�a�MMMMMMMMM MMEMMMMMMMMMMMMMMMMMMMM�MM MMMMMMMMM'MMMMMMMMMMMMM numinMann MM: MM: nonnsmMn M:. mmunnUMM MMME nennunmannanM M : 123_01-48 5/03 PAGE 2 1 • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••. • • • • ••• • • • Florida Building Code Edition 2002 • • i h yergy fifylcarrernifform Pent* Application Form. •' INS"RtI'ION PAGE .. ... .. . . . .. COIiIPI.E. 1 .NECESSARY SECTIONS OF TIE ••• • 19141rAMM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3.., Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing/Calculation Documentation 123_01-48 5/03 PAGE 1 • • • • • • • • • • • • • • • • • • • • • • • ROOF ASSE.PABUES AND ROOFTOP STRUCTURES / • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Florida Building Cocie,Edition4004°• High-Velocity Hurricane Zone UnIfor;ii ITter;n11:1411c4ionV4Tn. : : : • •.• ••• • • Section D (Steep Sloped Roof System) • • • • • • Roof System Manufacturer: pi • • Off, 61"" • • • • • • • • • • • • • • • • • • • • • • • • • • • Notice of Acceptance Number: 01--p05, 02 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations: -4 P2: ei9s4. P3:\ AI - I Maximum Desticen a /S (From the: uct Approval ifi I c ..ystem); 1 SteraSkaptgRoofSystenillescriptinn Deck Type: [F1 Slope: :12 Mean Roof Height: [)d V— vtio o ct Type Underlayment: .4:r 3o reit \ Insulation: \ . Fire Barrier: 1V/A-• \ Fastener Type & Spacing: \ Adhesive Type: type Cap Sheet \\‘‘ Roof Covering: toif"At 46476115.4loci rvisti6 "4 eiSpiuk-i÷ *949.51ozfe per Com r4e-zolor G__throliii 3X3to...1v Type & Size Drip 15,34 FLORIDA BUILDING CODE — BUILDING • ••••••1•6 • Rggfin�uis AND ROOFTOP STRUCTURES • • : • • • • • • ••• • •••• Florida Building Cbderditiep 2Q011 . :: • •High- Velocity Hurricane Zone Urifotrrl P*finit Appiicaoi Fornt • • : Section E (Tile Calculationsi ) For Moment based Ole systems, choose either Method 1 or 2. Compare the values,: orM4wit the lalues�m M. ¥ me M¢a•lues are greater than or equal to the Mr values, for each area of the roof, then the file attachment metjl �s a•.cep�bl. : : : : • • • • !'� QMQethod 1 "Moment Based Tile Cal o$P •RAS 137". • • : • • • x A IRO! _1311 ��}y%%%- Mg: i 3 = M� t , l j��+�j Praluct Approval Mp %J / �+ 6 /'XArasl +/erC71123mg,� =Mr '+� 11 Product Approval MfLISls (P3: `r " A t �_ / iD Mg:6 r W =M r 124-(�.Iproduct Approval Mf Liss 615 114 ----7 2(•18 (P2: Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Root Height --->" Roof Slope 4, 15' 20' 25' 30' 40' 2:12 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 list of moment based Ole systems endorsed by the Broward County Board of Rules and Appeals. ForUplift based tile systems use Method 3. Compared the values forF with the values for Fr. If theF 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" (P1: x L (P2: x L (P3: x L xw: =_)-W: x w: = - W: xw : =_� -W: x cos 0 x cos 8 x cos = Fri = Fa = Fr3 Product Approval F' Product Approval F' 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 based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier d Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required MomentResistance Ma Calculated 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 submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 • • ••• • • • ••• SECTION:4404 • : • • • • • • HIGH VELOCITY HURRICANE ZONES REQUIRES OWN :RS• t•P' 'IFICATTON FOR ROOFING CONSIDERATIONS • . ••: 1524.1 As it pertains to this section, it is the responsibitittotf^ee p6ftng io%tr+eo4o,tcprovide the owner with the required roofing permit, and to explain to the awngr tht content:o1 this' §bcVion. The provisions of Chapter 44 of the Florida Building Code, Building govern ttfd minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owiner'g i=itipl jn?,Q ac%jacept box indicates that the item has been explained. • • • • • • • • • i i • • •• • • • • •• • • • • • • • ••• •• S 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 44, Section 4402 (High V-'ocity 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, the existing wood roof deck may have to be rent Jed in accordance with the current provisions of Section R4403 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between ne hboring units (Le. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking ca a viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. S 5. Ponding Water: The current roof system and/or deck of the building may not drain well and m cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. s 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 9 y 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, Sections 4402, 4403 and 4413. 5 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agen Signature 18a/c 4)04.01) q)(1 Date Contractor's Signature l to (6i O7 Property Address Permit Number MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20th Street Boca Raton, FL 33431 • • ••• • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • . • •••• •• •• • • • • • • • • • • • • • ••. • • M1Altu -DARE COUNTY,44DRIDA ' 'RtibAbE C3 sit I }t7 wnsio • NI WIT FLAAI $TREEZ Sl;}ITE 1603 • 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: Villa, Roll, and Capri 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 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Material: 1. SCOPE This renews a Low Profile Roofing Tiles Concrete • • ••• •• •• • • • • • • • • • • • • • • • • •• • • . • • . • • •• • • • • •• • • • ••• • • • �• • ••• • • • • • • • ••• • • •• • • • • . • • • • ••• • . ••• • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • ••• •• • • • •• • • • system using Monier Lifetile Villa, Roll, and Capri 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 = 16W' PA 112 Villa & Roll w =13" W thick Monier Lifeitile LLC Capri Tile Trim Pieces L =1T" PA112 W= 12 3/8„ W' thick 1= varies PA 112 w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied En .. ' u g, inc. . t Test Identifier 7161 -03 Appendix III 7161-03 Appendix II P0402 94-060B 94-084 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, 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 Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 7 Test Agency Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Wacker Engineering, Inc. Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224-47099 25 -7094-1 25 -7094-7 25- 7094 -4 Project No. 307025 Test #MDC -760 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454-2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations • • ••• • ••••• • • • • • ••• • • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • ••• Test Name/Reuort • • • • • • • Wind Tn l'Tb$ting PA 108 (Moth! Set) • • Wind Tunnel Testing Aug. 1994 PA 108 (Nail -Ojn)• • Physical Prdtrre$ : :: •' 19 Q S�ept. 9.4 PA 112 • • • • • ••• •• Jul'y)99;4 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) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25-7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25-7804-4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No. 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 • • • • • • • •• •' • • •• •• • • • •• • • • • • • • • • • ••• • • • • • . • • • • • • • • • ••• • • ••• • • ••• • • • • • ••• 3. LIMITATIONS • • • • • • • • • • • • • • • • • • •o• •• ••• • • • 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 Certire% l�a%oriiiy to perform quarterly test in accordance with TAS 112, appendix `A'. Suwlh•tsetg stialrbd stiBfhiti&d 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. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 42 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Villa and Roll Tile 9.1 1.33 1.08 Monier Lifetile Capri Tile 9.51 1.42 1.03 Table 2: Aerodynamic Multipliers -1. fft3) Tile Profile Tile a. (ft3) X (ft3) Profile Batten Application Direct Deck Application Monier Lifetile Villa, Roll and Capri Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Villa, Roll, and Capri Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90 5.09 5.73 NOA No.: 02- 1205.05 Expiration Date: 12 /16/07 Approval Date: 01/02/03 Page 4 of 7 • • ••• • • • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ..• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• Table 4: Attachment Resistance Expressed as a Ipniipt: Mt (ft46 for Nail -On Systems • • • • • • f •' • • • • ••• • 1110 Profile Fastener Type Direct Deck (min 15132" plywood) • threat DecK " (min. 19/32" p4101404) .'.:'.:.. • ' Batt�n�' •.. Monier Lifetlle Villa, Roll, and Capri Tile 2 -10d Ring Shank Nails 27.8 •47.a • • • • • 0 • • 28.8 • • 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 15.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 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 Nails SField 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 Nails' 43.0 67.5 50.9 1 installation with a 4" tile headlap and fastemers are located a min. of 2W from head of Ole. Table 5: Attachment Resistance Expressed as a Moment Mir (ft -ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Villa, Roll, and Capri Tile Adhesive 26.14 2 See manufactures component approval for Installation requirements. 3 Flexible Products Company TlteBand Average weight per patty 11.4 grams. Polyfoarn Product, Inc. Average weight perpatty 8 grams. Table 5k Attachment Resistance Expressed as a Moment - Mr (ft -ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Ufetile ViHa, Roll, and Capri Tile Polyfoarn PolyProT 86.614 Polyfaam PolyProm 45.5D 4 .,:.. 'lacementof ° .ramsofPo - ."". 5 Medium paddy placement of 24grarns of PolyPr "". NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 7 • • ••. • • • ••• •• •• • • • •• •. • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 000 • • • • ••• Table 5B: Attachment Resistance Expressed as a. MiiVom nt - IK (ftslW) • for Mortar Set Systems • • • • • • .. .. . • • • • • •: • • Tile Tile ' • • • • - Attachment -,- Profile Application Resistance Monier Lifet le Villa, Roll, and Mortar SetT .. • • •20.6G .. • .. Capri Tile • • • • • • • • • • . • • • •. _. •. • •• • • • • • •.• •• 5. LABELING All bees shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE NOA No.: 02- 1203.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 of 7 • • ••• • • • ••• •. •• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• ••• • • • • •• • • • •• 000 •• • ••• • • • • •• • • • • • 00 • • • • • 000 00 MONIER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 7 of 7 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 • • ETI;vpADr NAAfIECR BUILDING ••.. • : • iio IVEsr FI:A{"LtIECTCR ,L1"r, SUITE 1683 • • • • • • • •• • : • • • plAMI gWO�J DA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • •• • • • r. .. -. •• • • • • • • • • •• •• • ••••••• 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 andahhas been IRO change in the applicable building code negatively affecting the performance of this product 40• • • • • • •••• • TERMINATION of this NOA will occur after the expiration date or if there has been a ret010.8 i jr chaste Sit the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end&Ys&$ent of ax?}, • product, for sales, advertising or any other purposes shall automatically terminate this NOA.t&t&e to comb %+ • with any section of this NOA shall be cause for termination and removal of NOA. • • • • • •••• • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,�and fo11o*6ed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. 4-‹ NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: _ Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • •• • • • •• ••• •• • • • • ••••••• • • This approves Polypro® AH160 as manufactured by Polyfoam Prgdllcl$, [IAA ds dessr l inaction 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 PoIypro® 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 PRODUCE'S MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment • • •• Any Miami Dade County Product Control Accepted Roof Tile Assembly having a currtnt,NQA 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. /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 SUBMI'1 "1'LD: 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- 062141J 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 • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • •• •• • • • • • • • • • • • • • • • • •• • • • Tesyt N ee/Rgpprt • TAS 101 TAS 101 SStr 1t-9 '• •• •• SSTD'1 ? -93• • SSTD 11 -93 ASTM D 1623 • • • •• ••• • • • • ••• • ••• • • • • • • • ••• to 04/08/94 12/16/96 :" 14 25/95 • • • 111'02/95 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 TAS 101 12/28/98 • • • • • • • ; • • Q,3/02/99• 0 • •••• •••• • •••• • • • • •••• • •• • • Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile se nbly 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 file 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 • • ••• • • 0 ••• •. 00 • • • 00 00 • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •00 • • • • ••• INSTALLATION: • • • • .10 •.• 1. Polypro® AH160 may be used with any roof tile assemblyhiv�nua purr nt 1T01 lhitt i�tg aplift resistance values with the use of Polypro® AH160. • • • • • • • • • • 2. Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment ie&stanee,•e fiissse�. as tri uplift based system, to meet or exceed the uplift resistance determinedii i .' .lien r iviEMiamsi Dade County Roofing Application Standards RAS 127. The adhesives. • ', el data is•fOted•in the roof tile assembly NOA 3. Polypro® A11160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® A11160 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 RT71000 or ProPactt® 30 & 100 dispensing equipment only. 7. Polypro® A11160 shall not be exposed permanently to sunlight. 0. 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® A11160 placement and minimum patty weight shall be in accordance with the'Placeru'ehi' • Details' herein. Each generic tile profile requires the specific placement noted hesein.'. "" • Table 1: Adhesive Placement For Each Generic Tile Profile • • Tile Profile Placement Detail Single Paddy. Weight Min. (grams) Two Paay,Weigl.3• per paddy Min. . (grins) '. Flat, Low, High Profiles #1 35 ,Nyr; 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® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •• • • ••. • •• • • • • • • • .• •• • •• • • • • • .• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • i • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY ; •; . • • ••• •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • .- - - • • • 1) Plass enoagh adhesivetoadieu1Ttop tl 1 'stn square inch twihtlmpantie 09 ► Tuna covets upside down Race adheetve1/2to To In. From outside edse of cover tile. Then irate! the the. hiall through plastic ce •• onto mune Abut a cod course of can Sea. Ensure can esdm pan aid cow thee ere flush etease lbw. Ease closure peony shown) Wee N* Easeie •• altlelbil • • • •• • Optional •••• p ,nn Uwe • • • on • •• • • •••• • • • •• • • •• • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • ••• • • • ••• •. •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMENT DETAIL 2 • SINGLE PAS; •• • •; ;:; ;:; �.• •• •• • . . • • ••• • •• • • • •• ••• •• •• • • • • • • • R •• • • • • • • • •• • • •••• • • •••• •••• • • •• •• • • ••• • • • • • •• • • • • • • • • • • • •• • • • • • • •• •• •• • • • • • • • • • • •••• • • • • •••• • • • • •• • ••• • • • • • NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 6 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • . • • • • ••• • • • • • • • • • • • • IJ ••• • • • • ••• ADHESIVE PLACEMENT DETAIL 3 DOUBLE PQT • .: • •• •• • .;:; ... • • • • • • • • • •• • ... • • • 2kn.x7in.medlum size paddy cave course ady END OF THIS ACCEPTANCE • • • • • • •• • • ••• • • • • • •• • • • •••• • •••• • •••• • • • • • • • • • •• • • • • • • •• •• •• • • • • • • • •••• • • • • •••• • • • • • •• • ••• 0 • • • • ••••• •• • NOA No.: 06- 0201.02 Expiration Date: 05/10 /11 Approval Date: 04/13106 Page 7 of 7