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RF-07-296Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/13/2007 Inspector: Grande, Claudio Owner: WRIGHT, ROBERT Job Address: 825 98 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 (305)754 -3123 Parcel Number 1132060142480 Lot: Phone: 786- 277 -9540 Building Department Comments TEAR OFF EXISTING FLAT TILE ROOF, REPLACE WITH A NEW MONIER SPANISH CONCRETE COLOR THROUGH MULTI - COLOR; COLOR IS BUTTER CUP BLEND ROOF TILE SYSTEM ) / nspector Comments cc / ©J____ 5)21 4#1-141° Z------' Passed g6 7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, December 12, 2007 Page 1 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 09519 Owner's Name. Job Address. Roofing Contractor: Type of Tile Approximate Roof Height: Type of Access to Roof: SITE SPECIFIC INFORMATION g 6E- --feet s Scaffol . Ladder Approximate Square Footage of Roof Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested. S 14, 70 Permit # -20i zq 9 g Date Installed " U-0 7- Roof Pitch: Other TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 26.9 51 78 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 82 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 89 25 j 50 r/ 75 100 IN ACCORDANCE WITH THE RITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TES,-i THIS REPOR ITTED BY- Lab /- Certification # 98 -0608. P.E. /7,7r-- ner-0 3-- State of FL Certificate Authorization # 4100 Sketch of Roof Job g15 e cg 9T Sheet Numbe • Contractor fru, 0-) 4. Checked By Scale & 4 .4711re7Pra 11 '1111111111 41r41-4/rilMill. )14 IIPARIPA1,cimmravAimmrcid '1G1111111•11111. PMW 49 ma. AhfrA9 r r• r ' ra gin 1 r rA FAI ter r" • • ■Im rAPIN A _Notes: 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 2004 FEB lagMEVElli Ait 2 0 zoos BY: ____...sa__ Permit Nog--07.2q( Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) j��,(� �jr /q f 7 Phone # 34). 2537 - .3/,- 3 Owner's Address r��5 /4 fps f City Hi-,07-4, g ,,,,, - $ State Fj Tenant/Lessee Name Zip Phone # Job Address (where the work is being done) j Fee City Miami Shores Village County . Miami -Dade Zip 33/31' FOLIO / PARCEL # a 6 Is Building Historically Designated YES NO Contractor's Company Name �`/ 414--...z..-1- Contractor's Address ft 0 ( Bo X 53105 1 City K M State FL- Qualifier Name PCW- I KA.weLle4r< L State Certificate or Registration No. Certificate of Competency N. D6 B5 00 '13 6 Phone # 3); 7` j —0 /Y/ Zip 33)53 Phone # Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ gaoo Square / Linear Footage Of Work: a.500 Type of Work: ❑Addition ❑perattion DNew r Repair/Replace ❑ Demolition F Describe Work: 1&r � °l..)(t6 r1 is f ze roo .j rep Ietth Th c& h e M of l l e'° ,.5 ►t 16k5 corer - e o lor�ktrock -' e� P ®r` to lot- r fie . er-c * * *** * **** **, *** * *** * **** * *** * * * * * * * *** Fees *, *** ** ******** * * * *****flr *�r****** *�r ****** *** Submittal Fee $ Permit Fee $ ® r CCF $ 11,00 CO /CC Notary $ SA Training/Education Fee $ .0b . Technology Fee $ 4 I.DZ Scanning $ Radon $ 0 DPBR $ Oe Zoning $ Bond $ Code Enforcement $ Double Fee $ er Structural Review. $ Total Fee Now Due $ -3'69. Ov See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S 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. Signature e � Owner or gent The foregoing instrumentt was acknowledged bLeforr methis 1(0 day of-C-0 \O ,G1,- by } - `°`°41(1(4-, who is personally known to me or who has produced As identification and who did take an oath. NOTARY pa IC: „,40„ • Si,,,Ue! /O' (l1 ►mis�►on 13�2aw` gor�de lnc �,F Print: ndinLe My Comm ion Expires: Expires: Print: * * * * * * * * * * * * * * * * * * * * * * ** Signature T °, Contractor q The foregoing instrument was acknowledged before me this10 day of r€h ,20 1 by 7ingel Altdetitt , who is personally known to me or who has produced as identification. and ;, take an oath. NOTARY PUBLIC- Sign: Print: My Co APPLICATION APPROVED BY: (Revised 02/08/06) 1 11 yam i 4(2/z4z/07 ********************* Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /) 3°706'6 lgr.- .2y-J 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. 111111111111111111111111111111111111111111111 (CFN 2007R0178904 OR Pk 25380 Ps 1463► (1As) RECORDED 02/20/2007 12 :38 =14 HARVEY RIJVIN, CLERK OF COURT MIAtMI -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: 0 • E cig sr f4 /mil/ eidDiees. 3513S �' S4-e 3 j � 6 - . - / Lr 2. Description of improvement: 3. Owner(s) name and address: 1 Interest in property: 06,,, .,vv aL-- Name and address of fee simple titleholder: G‘-- 4. Contractor's name and address: /- //.&„slt sl �;,a�` 4-6 ,/7t-`: P 0 . (�0 x 5 - / it- 42-'7 , M 33/3S 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following persons) 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) Sig :tune of Owner Pri t Owner's Name Sworn to and subsc Notary Public Print Notary's N My commission efore me this,' e`d��fi!���!! 1`g`, =f�• 6if res',ful 13, 200%' Bonded 'MI: Roti( rionding Co., Inc Prepared by Address: 13141 au) 13 OPtOC -A 35055 123.01 -52 PAGE 4 12/05 me x sires: STATE OF V1N, C Florida Building Coda Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form section A (General Inforrir t o Process No. e 'R ci-P r6 €,.5 ME 9e3 .5+; Master Permit No. Contractor's Name Job Address 1) 711 i J .a ROOF CATEGORY ❑ Mechanically Fastened Tile 0 Metal PaneUShingles dMortar /Adhesive Set Tile ❑ Wood Shingles/Shakes Are there Gas Vent Stacks? Yes ❑ No ❑ Type: Natural ❑ LPGX ❑ ❑ Prescriptive BUR -RAS 150 ROOF TYPE 0 New Roof dRe- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) j 9 (� aso® G) Section B (Roof: Plan) Sketch Roof Plarx Illustrate all levels and sections, roof drains, scu scuppers and overflow drains. Include, dimensions of sections an identify dimensions of elevated pressure zones and location of p °m io II MMM■ aMa MMlst. M. M.. 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EMEEEMMI:MEEMMSMEEEEEE:EEMI I MaiuMMa i.MMMIIMi /MMuMMMTIIMMIIM IMMIEIMM Mr.M•Muc.M IMAM MM EMMIcucUMIITII CIMMMCMMEEMICMEMMuuur -C6MM ECM' MI' xi MCCLILM MUM UCC■MICEEMMMMIMMICMCCMMECMMCMCC IC MEMMMM MMaMMMMMMC: M M C�jMwM: CCMMMMLIMmwM T. iQMMM MMEMMCMMECMMEM:EMMMEE:MM:EM OMIMMMM M MMMEEIMMMMOMIM INIYMFfa./M4aa M ml[MI.MLfuE aMMMMM EMMIMM MMMMauMIMMIMII IIMMMMMMM ITEMMMMMMMMMMMUMMU MM ISMMOMIMM`.MMUMMCMIEMMMMM OM MEMIC•CMMIMMMMIMICM:M M MMa MMIMa MRM• Msuuu.sus.0 MMMMM• uu�uMMMa.IMMM M IMMMIMEMICEEM :MMCMMaMMMEMEEEMMEMMOMM MME: MMICMMIMCEMM:CMMEI into ca ano nom MM II'.srrrroronoauu.MIccs.ue MMMMME MMMMEMMMMMunnomonCMEECMMMEMIMME %ME mm000aCEMMCM mo` :rM=rCMC C vCErr+"I rrmornOMMa`nnummounso Mssmosi M CMCM co 123_01 -48 5/03 PAGE 2 • •• •• • • • •• •• ••• • • • ••• • • Ern High V: Florida Building Code Edition 2002 Hurricane Zone Uniform Permit At Fi INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form A,B,C Attachments Required See List Below 1,2,3,4,5,6,7 Low Slope Application 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 12.3.4.5,6,7 Metal,flao - A,B,D 1,2,3,4,5,6,7 oodi Shingles and ShakeC r,-7* A,B,D 1,2,4,5,6,7 Other V - , As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1 Fite Directory Listing Page 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 RAS128 .. • • • • • ... ... 4. Other Component No • •.. 5. Municipal Permit Applicant:oil • • .. ... Owners Notification for Roofing Considerations (Re-Roofing Only) 6. 7. Any Required Roof TesfingliCalcOldtiola Doctunbntation • • • • 000000 • • • • • • • • • • • • • • • • • 00* 123_01-48 5/03 PAGE 1 • • 000 • 0 • • ••• • • • • • • • • • • • 0•0 • • • • • • • • • • • 0 • •0 00 • • • 0* *0 • • • *0* • • • •00 A (Genlral information) Florida Building Code Edition 2004 Illithatetealty Hunter's Zone tam Permit Application Form. Roof System Manufacturer M 011 i Notice of Acceptance Number. ocA 0.05, or) Design Wind Pressures, if Applicable (From RAS 127 or s;: y 17 i b P2: 100.6 PS: 1001b ign Pressure (From mtt a rrooguct Approval Specific System): 313 '7 Slope: 124 i Aiige tier►? lype Undertayment: \, insulation: Mean Root Height woad Fire Barden j/ Fastener "We & Spacing: 4 11141 f5isC117 Adhesive .1\99: *0-t A-504.1 Type cap Sheet 9 05 ierV e 1c1 Tv tarS Rocd C°vering: [ rec1.419r0j7,21:ev.C.r. . & Size Drip • •• •••. • • • :•: .dge •• • • •� • • • ••• ••• • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • ••• • • • • • T ••• • • • • ••• • • • • • • • • • • • • 0 ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLORIDA SUOMI CODE ammo 0 Shingles ROOF CATEGORY ❑ The di 0 D Prom! BUR ROOF TYPE Re.R. , 'ng 0 Recov ROOF SYS INFO TION (SF) Adhesive Set rile ShinnleslShakes Are there 150 Gas Vent Stacks? Yes ❑ No 7ypea Natural ❑ LPGX ❑ ❑ Repair 0 Maintenance Sketch Roof Plan ' 1 $. rs and ov Ida_ dimen S SI R Area (SF) Total (SF) 5 on B (Roof Planl all s drains. In of elev re zones • of drains, scuppers, overflow ns - levels, clearly ts. n of ISM SiUOM NIMMiili ISM MM#MMMSMOMlMMOI.OM■iUmumwomm MUMimmim /M IMIMiI�Mi IMommu SmMIMMMMUMMUUMSMMM IMNUM lMMNMM■IMIMIMMUS•MMIMMUMMMMUMU■ ! I!M lommiI' 1UUI /MUMS MS MUM UMMM■ MM MMIMMMMMMMII /MUMS•MMNOMSO•MMMIM M MOM N MMUMI IINMIMMMlUMUMMMMMNM /SMi /MUMS / /U /MS mom ISIMMMIMMMMMM IIOMMMM M MIM•UMlIMI. OMMMMMMM /MMMMUMMMMMMIMSM /MSMMMMMMM NM•MMM /O /MMMMMMSM CMSMU M OMMMSMUMM•MMM /SNMMMMU MOM! /•MUIIUMONUOVOMMOUOMIM IIMMNU IMMUNE /MO■IWIMM•M MMMMIMSMMSMMMMNMI I ■ uuRSMS M MSS MUMS / \k3MiSMMM MSMIMMM! / /MUUMUUS UMMS■ ■M! /MUMS !M! 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IIMr: �Molaw 'a[j1lMSMIi / / /MSIMISMIMMMMMMM IMUMUSNMMUUI', tSIMS.:mium MiMMIi SM]�iMIammiMw �iMllil. �. .�:"IMMIISMI MMMIMUM S /MMi II MUMMMMINMOMI ■I /1a+! /M Mi simm " - iii.mi�I UO� 1MR'9•UM■lUIUMlMOU UUM•SMMOI IUUUMSIUMMMUa1MOUn M!l•MOI•MMUiiMMSMMMMMSiim 7Mu..;UMill IIUUIUIMNU MUUUUIII IUM IMMMMMM OMMWO M AM OINOMMMMMMMOSNO U ►'�MitikfjM W I MMSOM MMMMUMwI/MSMMI IMON $.MIOUMM+fII�„'+ifMMMIMM IIMUUOMNiRilMUMOOO MUO►o /:.[IRON NMMUOMMODUNlMMMilNU I IMII CIM!lOMM411110WAIM MAMIMI MIIIMMIMOUMMMMi `iIPASSUMMiIMSMMMMOMOOMMIUSII !MM IMMI O MMUOMi iA WAMMUIMS M_,��,MOMMOMU OUO USU1 MMi1IMM MIMSI S •U UM M O NMI I•IMM UlOO marry C1 ! ■mmirsi. . xll ii 1+/[ MC1 *� t`1 41917UMUM■MMMSM MMII M MII 'MMMC �ommrsammumMiM�MNM:,MM:Mu MSSrirMrommmo U MI wa*'MMMMMNMMM�MMMUlUMUMMNMM MNS SMUMMMMMMNKcAMIW r..!MUUI� NMM °3MKI[rc r 3Mn.P�M"171R�r?!MMMU MUMS MMMOMIM MNS MM IM /CUN •MSNIMM i .I1U Mimi •`N Im '-xa Sr•r /carp 1itimmmNMM /Oilmen /MUM M MNM M IMMMNM �RMMOMMM i ilinsi Ull3t yiUMIMz u>Ic nuturnUM IMK`TIMMMU■ MM MSMMMIMUMMMMMI I Nommus IMNMMMMiM'• 1, .. •1 fiiiul1.UMUUMusurrfMM f1NU•SMMMMMNMM�OMlINIiMMUMO•■ IMOUIMMUNOS OMUI mmu MU ormuMOUSMOUMMIMI` =.� MMIMMSMMM M M MINIMUM MNNU M NMIMCNSMi. sOmml .OMAIM►y�MMIOMMMMIMSMMiMM!•1 itIM•MMIMMOI•MM•lOMMUUMM lMMMUgI ruuMIMMua• MUUMUUS :.a'Ss■MM:CNUS'US ■MM�.U'MII .CUM' NiMMIMS MMMMMMMMIMMMMM•M ■M 1 MM OUMUUU mmom M! memomUU� mmimMOMN RM /u1 ■UU.I /M[aU MMIMNUIU UIMMMIISMM i MSMSMMMUMMM IM•MMIMOIIiiXIMONIMAIIASSMUM WOMWMJZAIN, SAL MO! MOMMNIMMNIMMIOMMM ZOOM ODU UMUUUUMIOUM M "'ISUNNrIUiiUii 11CM#iUWi+i�A•,AKiU IMMMO•iMIUMM /MMMMUMMI II 1MMMMMOMMM !UlMOMMMUMiw UODU •Mi / \lMlloM1iO1111dO.O i /O�� iOOOISlOOM1MlMMIO UOUI' IOiOUi MMNMM ! i iiii MlMMR! MOMOiMMOUM1i11O iilOIUMMNM,I���! i • !MM MONO ! Min 1 OMUUOC /MM riff M• MOON M OMM /OM�'UIOUOUIIMOMMUM MOMMOIICOMM iMOMMIUMMOO MMM MMIM MR inw MM meM MMMMsMMMMM MMMrMSNMCAM►litnMaims w mimuMMiOnmsGminM •Min MC mis M MMSM'I sromM rum M►/UMUlmOn Ni M MMi M M MlM M g NAA M%1lE MUMmM /n /t uMM MM!`MMrEimmns MO MMPliss r11WWWWWIMUM /UiMnins 123 01-48 5/03 PAGE 2 •0 •• • • • •• •• • • • ••• • • • ••• MX* ASUMAN; AND ROOFTOP antuanwin Florida Buliding Code Edition 2004 Mtph•Valooillt li unioana Tana Mitsui Penn Application Form. Seen E • Calculations) %Alma bauddlowttoos.thoessoilberModiod 1or2 Comploodis valises farid ewldt dot veins BemldtIide *values ami theaer oval to the Me votes. rto sob oats ofdo toot don dudlet ttatedReeeepmhln. ,y(n Method l "h mrai =�Ttl Vim- aas PmRAS IV" 1L (Pt: 1 I7la ��•.���Sint t31i Mt x..417 avtoihho. , 06ssfaistMalris94 Poloo pp►aodmit_: 17 Ittoked of Witold3 Tpa Cdooktiong Par 'Mir *kw" (100lfem112te&elaw ,42 Mr • 1214182** 4 $18 212 12 22' ar Ott$ *2 aya (ftt8 _ 8D.4. 40.1 $9.a 4 2.18 *0 27.1 Most bo esod in otoduodloo with a list argument bated system calmed by theBmwmd *toy Rand of Rules and Apptada, PodloliftbastddlogosamososoMothod&Costpouidtovgdataiter whbthevaLesforFnUtbaR' voltosatapatordattarequal tether/Wets, Rvaaeb tau odds toot duo tbo die dosboomt malted Is ow ltlalto& 3 It©maui$asott adoulation1PorRAS 127" azL . atw:u®)•VP xea•8 .FN %gm ApprevalF' tAy xL•� atvws ato0 - - - -. -elk %AsttApptavelfi"_ (Ps: at L et no: * • VA eee i Pe3 budget /Would F' Whim t0 Obtldn kdonntdon Where to find �... t7 aa k:.% *brood co AVM T Site Leah ••8i*vt1Ib•• • • • MAMA MOND CODS —MMINIG. • • • ••• • • • • • • -.11. • • • • • V ••• • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 18.85 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the Item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Declw: When replacing roofing, the existing wood roof deck may have to be renailed in accordance withh 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). K8. 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. P4. 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. i 11 5. Ponding Water The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 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 wails or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to insteil overflow scuppers in accordance with the Florida Building Code, Plumbing. Pj r '` T. 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. Date 0w A) `etS( •e ..v - 2) • Property Address Nethgt t $4 • . • • • • • • • • • • • •• ••• •• • • • •• Rev-9/2012005,Computer Services, Buiklisw Dypartment• • • • •. • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • 0 17 ki9C Contractor's Signature ••• • • • • ••• • • • • 9 • 9 • • • • • • ••• • • 0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifetile, LLC 135 NW 20th Street Boca Raton, FL 33431 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Spanish 'S' 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 5. The submitted documentation was review', by Erank Zutoaga,.RRC • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01102 /03 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing High Profile Roofmg Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Spanish 'S'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 Test Applicant Dimensions Specifications Monier Lifetile Spanish 'S' Tile Trim Pieces 1 =18" w = 10 3/8" min. Y4" thick PA 112 I = varies PA 112 w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier 7161 -03 Appendix HE 7161 -03 Appendix II P0647 -01 P0402 94-084 94-083 The Center for Applied . • • • .5.31 53-4. . • Engineering, Inc. • • • • • • • • • • • • • • • •• ••• •• • • • Product Description High profile, interlocking, one - piece, 'S' shaped, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck nail on, mortar set 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) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) • • Static Uplift Testing $A 102 (2 Quik-Drive Screws, • • • Direct Deck) • • • ••• ••• • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • 4 • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • r • • • • • •• •• • • • •• •• ••• • • • ••• • • Date Dec. 1991 Dec. 1991 Aug. 1994 Sept. 1993 May 1994 April 1994 Feb. 1995 NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01102 /03 Page 2 of $ Test Auencv The Center for Applied Engineering, Inc. Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier 25- 7214 -3 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -78 224 -47099 520111 -3 520191 -2 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Test Name/Renort Static Uplift Testing PA 102 (1 Quik Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Date March, 1995 Aug. 1994 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 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. 33 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 Maybe installed on slopes 7 :12 and greater. 4. INSTALLATION 4.1 Monier Lifetile Spanish `S' Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachr ent•C�alpplaatjo�s • •. • • • • • • • • • • •• ••• •. • • • •• • • • •.• • • • • • • • • ••. • • • • • • • • • • • • • • • • • • • • . • • .. ... • 0 • • ••• • • • • ••• • • • • • • • • • • ••: •• •• . • • • • • • • . • • • • • ••• • • • • • • • ••t. • •• •• ••• • • NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01 /02/03 Page 3 of 5 Table 1: Average Weight (W) and Dimensions (ix w ) Tile Profile Weight W (ibf) Length-I (ft) Width -w (ft) Monier Lifetile Spanish '8' Tile 9.64 1.5 0.865 Table 2: Aerodynamic Multipliers - I. (ft3) Tile Profile ) (ft) Direct Deck Application Monier Lifetile Spanish 'S' Tile 0.259 Table 3: Restoring Moments due to Gravity - Mp (ftdbf) Tile Profile 3 " :12" 4 ":12" 5":12" 6 ":12" 7":12" or greater Monier Lifetile Spanish 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 8.51 N/A 8.44 N/A 8.27 N/A 8.07 N/A 7.87 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Monier Lifetile Spanish 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 1 .#8 Screw 20.7 20.7 2 .#8 Screws 43.2 43.2 1 -10d Smooth or Screw Shank Nall (Field Cli2) 23.1 23.1 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 Table 5: Attachment Resistance Expressed as a Moment Mt (ftdbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Spanish 'S' Tile .. ... . . Adhesive. . 29.3a 1 See manufactures a �mponentlIpproval ;fo?l t1la4or:reju4ements. 2 Flexible Products Company Tileepnd %mpg, uoightjsttpattyy10.7 grams. Polyfoam Prod Inc. Averagsweightiper ratty 8 grams: • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • . • • . . • • • . • • • • • • • a • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • It ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • A NOA No.: 02- 1205.07 Eaplratlon Date: 01/02/08 Approval Date:01 /02/03 Page 4 of 5 Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibt) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifeti le Spanish 'S' Tile Polyfoam PolyProTM 66.5' Polyfoam PolyPro"' 38.r 3 Large paddy placement of 63grams of PolyProTM' 4 Medium paddy placement of 24grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - RN (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Ltfettte Spanish 'S' Tile Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NAIL HOLES MOMERtIW .dSkAA�Yi l V CbNCRETE ROOF TILE • • • • • • • E!fD OPTIRS ACCEPTANCE • • • ... •.• • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01/02/03 Page 5 of 5 M 11•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed, by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -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 J; rge L. Acebo. •• • • •• • • ••••••• .• •• • • • • • • •• . •. . • • • • • • • •• •••• •.• s •• •• ••••. �• • • • ••• • • • • • • • •• • • • • •••• ••.• •_ •• • ••• • s • •• •• •• •• • • • • •• •. •• • • • • •• • •• •• • 1 • • • •• •• • • ••• • • • •• • • • • • • •• • • • • • • ••• • • • • ••• • • • ••• % • • • • • •• • •• e• _ ••• f • • ••• • ••• ::6441 • • 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® M1160 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® 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 A11160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: 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 s 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% The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. •• ••• • • • • • •• •. •: EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25-7438-4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 06213[1j ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. /. IF • • • • ••• ••• • • • • , • • • • • • • •••• ••.• %•• ••. • • .• • • •• • • • • • • 0 • .• • 0•• • • ••' • • • • • • • • • • .•• • • • • ••• • • • •• • • . • • • •. • • •• 1 •• • .. • ••• 0 • %•+�• • •••• • • • • ••. • • 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® AII160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® A11160 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 tuner shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polyproo AH160 has been dispensed. 9. Polyprof AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 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. •• ••• • • • • • •• • • •:''••:••••a ..•. • SO • • • • • • •• M• • ye • • •• • ••:•••):.t • •• •• ••■j•• ••• • •• ••• •• ••• • • • • • •• • • • ••• ••• • • • • # • . • • • • •• • •• •• • •• • • ••• • • •• as •• •• • • • • •• •• irs •• • • • • • • • �• • • • . i • • • • •• • • • • • • • • • • • • •• ••• • • • • ••• • :• : • ••• •• • • •• •• ••• ••0 • • ••• 1 • ••• ••• • • • •• • ••• • • • •i• • •• • 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 •• ••• • • • • • •• • w•••••.••••• • •• •• • •• •• • .. • • 4• • • •• •• •• • • • • .• • 0, • •• • • SF •• •• • •• • • •• •••• •�• ; •••••• •,•• •• ••• •• •.• • • •• • • • • • i • • . • • • •• •• • •. • 10• ••• • • •... •. •• • • • • •• •• . ! • • ••• • • 0. • .• • • • •I1 10 • • .• •• .•• . r i • • • ••• • • • • ••• • • • ••• • • • • • • • •• •• ••• ••• • • • •i• •0 •9. • iii • • •1 • • ••• • • r• • •• •• ••• • • 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 .• ••• • • • • • •• • • •1 •• r} •0 .; .• • • • • • •• • .s••.••••• • • ••• ••. •._ • '•�•.••••••• •• •• • • •• •• • ••• ••• ••• • . • ••• ••• • • • •e •• • • • • • • SO + • • • •N • ,• • • M• "a J• :�'�S •• • ►•• •• ••• •• 11 • • • • • • • • • • • • • • • •. • •• • • i •. • • • • • i• •• ••• •.• • • .0• • ••• •.• • •+ • 0 •w .a • • • 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 EMI* • Q.fT .T •• •••••�.$4s0.g.. . C EPT• NCE •• ••• •• •. . . ••• ••• .•1 •i� •• • NOA No.: 06-0201.02 • • • • • • • • • • Expiration Date: OS/10/ll • u • rsS • •M • •. •• • i 8i • Approval Date: 04/13/06 i•• ice• • ti i� :•i•. 44 t 0 0 Page7of? •• • • :• •.• • • • • • • ••• • • • • ••• • • • ••• i • • • • • .0• i• •• iii • • • 0 • ••• •~• ••• f ••i • •• •• • • • ••• • • •• •00 • ••