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RF-10-2218v Inspection Number: INSP- 154304 Permit Number: RF -12 -10 -2218 Scheduled Inspection Date: December 30, 2010 Inspector: Bruhn, Norman Owner: BREWER, EDWARD Job Address: 230 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALL CONSTRUCTION & DEVELOPERS INC Building Department Comments December 29, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number ()_- Parcel Number 1132060134750 Phone: (786)768 -4330 RE ROOF TILE ROOF AND TWO VALLEY REPAIR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 11 of 23 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Is Building Historically Designated YES Type of Work: ['Addition ❑Alteration c ii 1-Q ca 1-e Describe Work: A Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Master Permit No. C� ' 2 V\ L qua 14hone # Owner's Address 25 0 N Tc- . . 2 Sf Cit QVVLI 5L - ores State "r— Zip 2 13 Tenant/Lessee Name Phone # Job Address (where the work is being done) 2 3 2- S City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # ) V 3c206 .0 ( 3 • It 7 ST) Permit No. CD Pt S77/ c/ a.- 9 Phone # QNew IY1 Repair/Replace -W5 " 3r 3 Y Contractor's Company Name Contractor's Address / ---. Z n c � City Mb. State i Zip 2 �7 / 3 Qualifier Name M ' C45 ✓ ' f Phone #1 &t' 04 00 D � ap State Certificate or Registration No. CC C 13c g / C (1 / 5 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ � ( 00 (7 Square / Linear Footage Of Work: 340 94_ 1 E _1 * * *** * * * * * * * * * * * * * * * *,.* * **� * * * * * * ** *F * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** ..... ...... ........ 1079a6 2\O;COO ❑ Demolition Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* CCF $ CO /CC Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address City State l 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 • • • roved and a reinspection fee will be charged. Signature The for going instrument was acknowledged before me this / F 2. day of►L`�% , 20 L ©, by Orer or : nt tctutik who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) ABLO A. VAY 4RR� — Comm" ^0 e tat y As h„ The fore oing instrument was acknowledged before me this / day of AC , 2cf , by 41/1.U.,7`Cl 0 Cale Who is personally known to me or who has produced — as identification and who did take an oath. NOTARY PUBLIC o A ' Sown Sign: c 0 Print: Fear; My Commission Expires: Contractor ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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. / 1� 320(0-013 N7 7 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to cert4' property, and in accordance with Chapter 713, Florida Statutes, the following inforiM&/AY is provided in this Notice of Commencement. B Signature(s) of Ow Prepared 8 •t Print Name Title /Office '(9, STATE OF FLORIDA COUNTY OF MIAMI -DADE The fore oing instrument was By ❑ Individual) r ❑ as E=1 Personally known, or for ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. 123.01 -92 PAGE 3 3,10 STATE 1HEREB , fi ner(s)' Authorized Officer /Director /Partner /Manag Prepared By Print Name Title /Office 2— day of . I -d.ed se .re me this / Signature(s of O ne or Owner(s)'s Authorized Officer /Director /Partner /Manag By By 1 11111 1111111111 11111 1111111111 11111 11111111 ho, signed above: 1: N 201 CiIR0 E.T. :t9- 7 5-. OR Bk 27522 P9 3645; e, RECORDED , HARVEY =`I1�? T,4r.:.CLE�:'f'. OF COURT } MIAMI—DADE COUNTY? f- L.f;(i.l DA LAST P FLORIDA, COUNTY OF DADE CERTIFY that this isLlwe copy of the in )is office oi� / day of Pry` , AO201 a ,;y hand and Official Seal. U`JIiJ, - K, of i and County Courts O.c. Space above reserved for use of recording office 1. Legal descrintion of perry and street/address: N ° 10 M r`a r - l i Sr c T e l z . 3 3 14v 2 2. Description of improvement: /1.P _ 1F &fr `r?" 1-e 3. Owner(s) name and address: : . _ . t ',_f Q°- f0 te 2 Interest in property: DUJVJ Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: 5. Surety: (Payment bond required by owner m cont actor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designat by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. [i! r�rr 11! %S�i c:OWno l \ � J pr :Ls '26053 Very J, ' 0 t y&.4 er 7)2feo L 5 1 - ML1 cedwi S t,t-C re S Signature OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2 Ave Miami Shores, Fl 33138 Re: Owner's Name: JC C c-k ' -e Property Address: 2_ 3 C) N. - 2_ 5 Roofing Permit Number: Dear Building Official: n il�-'�.C`CJi €_511 certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) M iami Shores Village Building Department Print Name 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that h he is the owng�for the above property mentioned. Sworn to and subscribed before me this (2— day of ' Q Notary Public, Sate of Florida at Large -- 07,BLoA vAVgRR Comm 5083 En of Florin. • When the just valuation of the structure for purpose of ad valorem taxation is equal 17 are than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 13/3 Floors: 1 Living Units: 1 Adj Sq Footage: 1,898 Lot Size: 11,500 SQ FT Year Built: 1937 sessed Value MIAMI SHORES SEC 1 le352,371 D PB 10 -70 LOTS 8 & Legal BLK 35 LOT SIZE Description: 100.000 X115 OR 15126- 15220791 1 COC 4348 -0205 03 2006 1 OR 7215 -3128 0310 19 Folio No.: 11 -3206- 013 -4750 Pro.e : 30 NE 102 ST :fling BONNIE GUILLEN .dress: MICHELLE JAYME 156227 30 NE 102 ST MIAMI $325,424 SHORES FL sessed Value 3138- ear: 1 2010 ! 2009 Land Value: I $179,170 1$196,144 Val 156227 =rket Value: $325,424 352,371 sessed Value le352,371 Miami -Dade My Home Show Me: P opeliy hforrrelion ............__ Search By: I Select tem My Home a e.qo 0 Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Propert y Information: Assessment Information: Taxable Value Information: axing Authority: Tonal: County 2009 Applied Applied Exemption/ Exemption/ Taxable Taxable Value: Value: $0/$325,424 $0/$352,371 $0/$325,424', $0/$352,371 City: $0/$325,424 $0/$352,371 School Board: $0/$325,424 $0/$352,371 Sale Information: Sale Date: Sale Amount: Sale O /R: Sales Qualification Description: 215 -312 /2010 380.000 Deeds to or executed by rustees in bankruptcy, xecutors, guardians, or receivers €ew Additional Sales ACTIVE TOOL: ; M1N Aerial Photography - 2009 My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home 1 Using Our Site I Phone Director; Privacy I Disclaimer 0 14 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http://gisims2.miamidade.gov/myhome/propmap.asp Legend Property O Boundary Street Highway Miami -Dade County Water Selected Property 1 of 3 12/14/2010 9:50 AM 1. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. Aesthetics-Workmanship: the workmanship provisions of Section R440p are #or the A P?o% ▪ of providing that the roof system meets the wind resistance and water instruction performance standards. • • • Aesthetics (appearance) are not a consideration with respect to workmanship provisions 4 4 sthetic issues* such as color or architectural appearance, that are not part of a zoning code, should bat btttitifdtsed as part of the agreement between the owner and the contractor. •" • Renailing wood decks: When replacing roofing, the existing wood roof dpgpay havg renailed in accordance with the current provisions of Section R4403. (The roof deck is ystrphconcealed.prior to removing the existing roof system). : • : • • • • • Common roofs: Common roofs are those which have no visible delineatronfjetween neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor andior• owner should notify the occupants of adjacent units of roofing to be performed. 4. 3 Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the a arance. 5. ` J Y 'I 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. 1 Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloade from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the int or of the structure assembly (the building itself). ti, • unt ' v:1 ' i' .n shall not be reduced. It may be beneficial to consider additional v: l hi' 0- I d 4, - s-nn life of the , roof. � '�% 1---- r %t. ;i-ee. "1 vark.411A. ture Date ZONING DEPT BLDG DEPT Aialo SUBJECT TO COMM .IANCE WITH All FFDFRAL STATE AND COUNTY RULES AND REGULATIONS Or° 123_01-49 12/09 PAGE 2 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form - Section A (General Information) Master Permit No. hf A Peacess No. Contractoes Name '1 Laa(6,6 Job Address 0 AJ - Et /0 2 T , O Low Slope O Asphaltic Shingles 0 New Roof ROOF CATEGORY O Mechanically Fastened Tile O Metal Panel/Shingles 0 Prescriptive BUR-RAS 150 ROOF TYPE PkRe-Rooling 0 Recovering ROOF SYSTEM INFORMATION Mortar/Adhesive Set Tile Wood Shingles/Shakes Arg theni Gal Ant Stacics .YvoQ Nog"' • Type:Appigal0 LP:OXZI ... • • 0 Repair . .01•aintilthiria' • • • • • • • • • • • • Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (pF). • 2-7 2:70 0• • •••0 • • • • •• • • 0 Section B (Roof Plan Sketch Roof Marc Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. inimmummu mmaimmummumwommusimminummummummiummilimmummilm ommumnimmon IMUUMONEMOWIMMENMMUMMISMIIMMUUMUMMOMMUMMIIMM IMMORMSWIMPArNUMMEMMURNIMMOMMUNSOMMEWERMO VIIMUMWMVONWIVICAWAMMIMMENUMWMPOMMOMMOIMPOINKNO womplimmasw-azassannumluMMIUMI,WE%41 s mamanamaamamaawaassmaamaamasuicimAwrimmaarammarmaram maamarimmarwalowp.miamanes easmanaammeasammummrr aiewuramx.mesmaamwammmammaarmansammaiammawi IMUMMIUMMUMMOOMMWOMIUMWRIKNIMCMMG4WMONgiiMEM RIMMERMUNMENUISMOMEMMAIMUMMWMWMOMMON ansammormassammaggauvamaawimmulamamaraawasn*wawi INEMPUMENUOMMOOMMUmminUMOUROMUMOOURRINWINN 11111111911111111111MMUMEMIMIKUMMENUMEINUMM IMEM~WWMINIMMERWMIOWIRMUMMOSUMMUWICAMUMWS INUMMOWINIIMUMMIXIMTAVaMOMMOOKNIMMIMM =ftooalei■Juvzsaaammovwtaumanaramasaaamoranarlanammana OMMUMENUMMUMMUNMX IMILARUSW-4,10MEMMINCOMMOMMUMMIIMMEZ!UMMAMMUMMIO MMEMENUMMOMMURN INOMEWW41,0*M10111WW717.ailAIMINURNMEOMMOOMRIMEMMumm mmUMMIUMIXMOOMMEM IMMIONIC2C;WMTIVWWWZAAMMUOMMOKOMMUMMEMV4OMMINIMUM II 1 msymmummummannamararamm m axamanaivewg!Irwr&Qammiamonaanammargmewammansam anamsanumaarammisaansmaamaniam saaannamac=ngeAwuanammanmagamagmrAmassaamanimas saaramansrummairmanasansaaammoamasaampaa wA ammanammummaamaaammis ra mmammamarmaamanapaamasammaanaprimmaiamemmaar maarmaaaapaammasagassammaur maram aanamaasmaaapaaanamospammumammumsmaaammanaam aaasmerammanmarmawamaimanne ma a im aananammaannammamagnmemamaanammarnamamaxas ma w assapasas en u mmull samarmanmaaamaansamaamosaaaasammaa mi, w = vanammom p A p u zammammummaawapaawaxemammaaaammaamma aaaamsm a maurammapcLwaaamme saaaamisamrameasasammaamaximannumaxammaparmaaammeasumenammuma m naarmaaasa amma aamasKannaapeampamaisanummaanammummamemaa ramensimmtuaarmameammamallaaaa sammammar:aanamagaramanammumoramannanammaaa IMMISK IM A A UMNNKSMONSWOMMUMUMMUMMOMMOMUM M ININNUMUMWEE•MEM IR OMMOIMMISMONSIMM Immarapa i s an sariammerasaaaaamasaamansamaanammanasaam m a aaananaranamarmaanaaraQuasagmla MUMUOINIMMOMMUMMOSENUMMUMUMUUMUM s a n as ea saanamwmanananammaaamaamaaawaameman aaaammommummanammarmaaranammarana s pirsaasaamiumgamanasmaamaamaassawnimm am==..irelmaanuaalaawasalsramma In IIMMOMMWAINIMMUSEROMMINIMM NOMINOWIMMENUMMAIMMUMMOMMI a WMM MOMOM IN MWANU MMOOMCNOMMIMANOM ammassaaammaammammanaamaaameassaamenallamaansa r IMMURVAUMMAMSUMMINIXOTRUMOMmiMpOWO M M UMMKOMMIMMUMNIMOMONUMESUMOSMON ISMOMMSFAMONOMMEROVIIMMRMOSSO MMINIUMUMNOMMOMMOMUMNIUMNOMMSOWSNIMOU MUMMIMM unguanragmaaaassaanaNsprimaragamaaaarmassamminumaammammaaannama asaanamm NIUMMEAmmOMMIMMUNNUMMIMMIONNOWOMMO MIMONIUMOMOMPIMMUMMOOMMINWPAMMMALIN • • • • • • 1 • • • • I limmommUKirminummuimmIWAI MS aaassaramarisraasaannamonamaranamearrimoimaaMPAR__a___ mann namarmaaaaangewaissummulummun Rim ap.aaa.masa....mx.s.ammamaa.mais mom a mmaapaaammanam KIM 11141 waPPONOPIWOOPPW malallaaamansOWINION 11.36: I310 95 154u ota:- 40 1. Fire Directory Listing Page • . ' Low Slope Application 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 4,5,6,7 4. Other Component Notice of Acceptances A,B,D 1,2,4,5,6,7 5. Municipal Permit Application Concrete or Clay Tile A,B,D,E 6. Owners Notification for Roofing Considerations (Re- Roofing Only) Metal Roofs 7. Any Required Roof Testing /Calculation Documentation 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 1,2,3,4,5,0,7 • . • . • • 123_01 -48 12/09 PAGE 1 i A 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: INSTRUCTION PAGE ATTACHMENTS REQUIRED: .. .. • •••• • • • • •••• • • • • • • • • • Roof System Manufacturer: MN' el' lir eh/to L L e Notice of Acceptance Number: 6 9- -Odd o o 0 y Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: — YS / P2: — ?/r6 P3:^ 7 /6 2 Maximum Design Pressure # ' ddr (From the NOA Specific System): Method of tile attachment:tef /61yr/re) 79 'f( eel) Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form 1 Roof Slope: .5 :12 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: 7i /a(y w 0 0 - 0 ype Underlayment: nsulatlon: Fire Barrier: Ridge Ventilation? Mean Roof Height: l 2 �a 09- s/ & /A astener Type & Spacing: dhesive Type: ype Cap Sheet: oof Covering: ` / /9,Q. S. � ° /s s/� 7;c. fo/!¢ Type & Size Drip Edge: .BrrC -e /64e 90 d 1 3irJ3, r al & ' 6 ( 123_01 -48 12/09 PAGE 4 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compared the values for M the values from Mf. If the M values are greater than or equal to the Mr values, for each area of the roof', then the the attachment method is acceptable. Method (p y r / z I, (1' 7/1/ x , 30 (P3 :_aellx 1 "Mome Based Tile Calculations Per RAS 127" m o Mg d = lyl,,l Co 6460 3 NOA Mt • 9 m W U, fe c Mg: G _ 2 �lo r S �� NOA 117{ 9 36 3 70 Mg: _LS! = M ?4122 NO Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below 2 J•? ' 2 NOA M -� M Required Moment Resistance* Mean Roof Heigh — Roof Slope 2: 3:12 4:12 5:12 8:12 7:12 15' 34 28A 264 24.4 20' 38.5 30.1 28.0 25.9 25' 38.2 38.0 33.8 344 32.2 31.8 29.4 27.1 30' 39.7 37A 35.1 32.8 30.5 28.2 40' 422 39.8 37.3 34.9 32A 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 lle systems use Method 3. Compared the values for F' with the values for F,. If the F values are greater than or equal to the F values, for each area of the root; then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi : zl: = z w:= ) –W: z cos 9: = Fn: NOA F' (P al: = z w:= ) -W: cos 0: = F NOA F' (P3 : z l: = z w: = ) – W: z cos O: = Fes: NOA F' Where to Obtain Information Description Design Press= Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum A Resistance Requhed Uplift Resistance AvemaeTileW Symbol PI orP2 orP3 H e M Mf Mr Fr W 1. length w= width Where to find RAS 127 Table 1 or byan engineering analysis prepared by PE based Oil ASCE 7 Job Site Job Site NOA NOA NOA Calculated NOA Calculated NOA NOA All calculations must be submitted to the Building Official at the time ofpermitapplication. 123_01-48 12/09 PAGE 5 MIA M 1•DADP 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 Dane Cou31ty) aiti(or �t AHJ (in areas other than Miami Dade County) reserve the right to have this product or material.tested for qQy ly assurance purposes. If this product or material fails to perform in the accepted manner, the non aoturer'will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the > •O1' uch product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is d'et8Inined by$tL 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 Higl V41t ity Hurricane • Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 • • •. • • • • • ••• • . NOA No.: 06-0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 1 of 7 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 Jorge L. Acebo. • 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. •••••• • •••••• • • •.••.• • • OOOOO • •. •..•.• • • OOOOOO • • •••••• • • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: 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 Roofmg Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications N/A TAS 101 Polypro® AH160 Foampro® RTF1000 ProPack+I 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofmg Roof tile adhesive Polyurethane N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • • • • •••••• • Product DescriptWdn • • • • •••••• • • • • • •• Two component polyurethane bam • adhesive •••••• ••••i• Dispensing Equipment •••••• • •• • •• •••••• • • • • • • • Dispensing Equipment Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 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 •••• • • •••••• • • • • • • •• • •••• 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. •••••• • • • •••••• • • •••••• • • • • ••••• •••••• • • • •••••• • • •••••• • • EVIDENCE SUBMIT I'ED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. their tile assemblies shall test in accordance with TAS 101. MS 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 W Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 TAS 101 • • • • • 11416/94 :... :. • . D1/1•/95 :• • •.O&M /96 • ••. • • • •1U'23/98 • .... •••••• • •••••• •••• ••• £2/28/98 ••.. ••••• • • • • •• • Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 ••.. • •••• • 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 the use of Polypro0 AH160 roof tile adhesive with 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± 2 NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 • • • • ...•• • • • • ••••• • • • • • ••••.• • • • Table 1: Adhesive Placement For Each Generic Tile Profile • • • • • Tile Profile Placement Single Paddy Two Paddy Weight ' Detail Weight Min. per paddy Min. (grams) (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® 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 Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 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® 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 miaut'e's'after • • Polypro® AH160 has been dispensed. "" • • • 9. Polypro® AH160 placement and minimum patty weight shall be in accordance wi ceme t•••• generic Details' herein. Each eneric the profile requires .•• 'n"' the specific placement noted herein. • • • • • • • • • • . • • LABELING: All Polypro+i AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® 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 Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 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® 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 miaut'e's'after • • Polypro® AH160 has been dispensed. "" • • • 9. Polypro® AH160 placement and minimum patty weight shall be in accordance wi ceme t•••• generic Details' herein. Each eneric the profile requires .•• 'n"' the specific placement noted herein. • • • • • • • • • • . • • LABELING: All Polypro+i AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 11to23 tlp6n11l214 fgj • square inches In contact with the pan tee P P itrh a through cart 1) T u n c o v e r s upside d a w n . P l a c e a d h e s i v e 4 00._ i • • • To 1 In. FromouW edge covertile. .41 • • • • Thenhtstail taet0a. • gndertaymeM • tapper otthe cave manse cover Me. Abut to second course of pan thee. Ensure eave end ot panned cover tip are flush ateave Eave closure (mortar shown) Weephole Fascia Paddy (Beneath fee) Faseta Weephole Eave closure IMPS • •••• Optional Pofat•up Mortar on Iongitudbml edges of tee NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • Shag 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 ..... • ..... ...... • • • ...... • • ...... Nall through plastic cement I x3in. Single paddy on under- lament Single paddy on top of the Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course 2 In. X 7 In. median sae paddy eave Fascia course only Nail through plastic cement , 7 in. x 3 In. Single paddy on umderiayment Single paddy on top of the ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY EaveCourse Single paddy between tile Eave Closure 21n. x 7 In. medium Pesch paddy eave course only END OF THIS ACCEPTANCE Single paddy under the Single paddy between tile 2 in. x 7 in. medium size paddy eave course only •••• • 00000 •••• • • •••• 11•.11 • • •• •• 000000 • • • • • • • • • • •• • Fasla .lidptle• Eamiclosrge irip • • • •1••.. • •••• • •••• • • • ••.•.. • •••• • • •••• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 •1•.. • • • 1111. • • 1111•. • • • ••••. 000000 • 1•..•• ••.••. • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER SUITE 1 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. frns product is approved as described herein, and has been designed to comply with the Florida Building C :dr and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 900 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 ::onsidered 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 ardo:sement of any product, for sales, advertising or any other purposes shall automatically terminate th:.. 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. The submitted documentation was reviewed by Jorge L. Aceb Phis NOA consists 1 through 6. NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 1 of 6 Trim Pieces ROOFING ASSEMBLY APPROVAL Category: Roofing, Su b Category: High Profile Roofing Tiles Material: Concrete S COPE: This new NOA approves a system using MonierLifetile Barcelona 900 Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION: "7anufactured by Applicant Mon:erLifetile LLC Barcelona 900 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Rccll ird Technologies Recllar.d Technologies Pi ft ssional Service Industries, ! n"' The Center for Applied Engineering, Inc. Test Dimensions Specifications 1= 17" w = 13" 1/2" thick 1= varies w = varies varying thickness TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II PO402 Letter Dated Aug. 1, 1994 P0631 -01 IC- 1320 -94 25- 7688 -3 25- 7688 -10 Product Description High profile, interlocking, one - piece, 'S' shaped, high- pressure extruded concrete roof tile equipped with three nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, Boosted Barcelona, 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 Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Physical Properties PA 112 PA 101 (Adhesive Set) PA 101 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 July 1994 Feb. 1995 June 1996 July 1996 NOA No.: 07. 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 2 of 6 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering,. Inc. Ccictex Corporation Testing Services V■' alker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers LIMITATIONS: 4. INSTALLATION: Test Identifier Test Name/Report 25- 7688 -5 25- 7688 -4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 122 Static Uplift Testing PA 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Restoring Moments Due to Gravity TAS 112 Date June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 December 1996 February 2007 January 2007 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 1. MonierLifetile Barcelona 900 Con rete _Roof Tile and its components shall be_installed in strict compliance with_ RaofingApplirntion Standarc R a rrS 119, and RAS 120. Data For Attachment Calculations NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 3 of 6 Table 4: Attachment Resistance Expressed as a Moment - M1 (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Ba rcelona 900 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 =a8. Screw 20.7 20.7 18.1 2 . #8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) • 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 Tile - 2 ":12" Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Ba rcelona , Battens 900 Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck _ __ 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6,61 7.40 Table 1: Average Weight (W) and Dimensions (1 x w ), Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - X (ft 3 ) Tile X (ft X (ft Profile Batten Application Direct Deck Application MonierLifetile Barcelona 900 0.289 0.313 Table 3: Restorins>I Moments due to Gravity - M (ft -lb NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 4 of 6 Table 5A: Attachment for Single Resistance Expressed as a Moment Patty Adhesive Set Systems Tile Application - Mf (ft -tbf) Minimum Attachment Resistance Tile Profile MonierLifetile Barcelona 900 _ Polyfoam PolyPro 66.5 Polyfoam PolyPro 38.7" 3 Large paddy placement of 63grams of PolyProTM'. • 4 Medium paddy placement of 24grams of PolyPro Table 5B: Attachment Resistance Expressed as a for Mortar Set Systems Tile Application Mortar Set' Moment - Mf(ft -Ibf) Attachment Resistance 24.5 Tile Profile MonierLifetile Barcelona 900 5 - Tile -Tite Roof Tile Mortar Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile _ _ Profile Tile Application Minimum Attachment Resistance M on erLifetile Barcelona 900 Adhesive 29.3 1 1 See manufactures component approval for installation requirements. weight per patty 10.7 grams. per patty 8 grams. 2 Dow Chemical TileBond Average Polyfoam Product, Inc. Average weight 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 ". MONIERLIFETILE LLC, BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 3 ti I LING PERMIT REQUIREMENTS: Al 1 cation for building permit shall be accompanied by copies of the following: I . This Notice of Acceptance. 9 And other documents required -by- the - Building Of e building code in order to properly evaluate the installation of this system. NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 5 of 6 NAIL HOLES PROFILE DRAWING MONIERLIFETILE BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 6 of 6 MIA MID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION 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 NOTICE OF ACCEPTANCE (NOA) 'Monier 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 -2930 DESCRIPTION: MLT TileSeal SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product • • Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Daelg • reserve the right to have this product or material tested for quality assurance purposes. If t ti,s` r,pduct pr • • • material fails to perform in the accepted manner, the manufacturer will incur the expenswel;fuc i testing • and the AHJ may immediately revoke, modify, or suspend the use of such product or mat • • • their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined b'iami -Dade • • County Product Control Division that this product or material fails to meet the requiremd 'bf3he •••• • applicable building code. • • • • •••• • This product is approved as described herein, and has been designed to comply with the Tloridit Buil ig ; Code and the High Velocity Hurricane Zone of the Florida Building Code. • • • •• • •••• • • • • •• 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 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08-0107.02 • te• 17- 1/12 Approval Date: 05/15/08 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: TRADE NAMES OF PRODUCTS MANUFACTUR OR LIBELED BY APPLICANT: Test Product Dimensions Specification MLT TileSeal 36" x 33.3' rolls TAS 103 36" x 66.7' rolls EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT- Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: Roofing Underlayment SBS Test Identifier R14610 02-012 NE1- 006 -02 -01 NEI- 008 -02 -01 NEI- 045 -02 -01 NEI- 053 -02 -01 Product Description SBS self - adhering asphalt sheet material with a white glass re- enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Name/Report Follow up Service TAS 103 TAS 103 TAS 114 (11) ASTM D 4798 & ASTM G 155 ASTM D 4798 & ASTM G 155 • •. • • • • •• • •• • • • • • • Date • • •••• • • '••.. • • 02/28/02.' • •• •• •••• 04/01/02 • • • • • • • 07/3(1 .: • •' • 08/01/07 •• • 05/01dt1$". Wood, non - insulated, new construction 15 42" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 266 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of MLT TileSeal Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with MLT TileSeal Underlayment is acceptable. Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 08- 0107.02 Expiration Date: 07/31/12 ■ •1 Page 2 of 3 1APPROVED1 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. MLT TileSeal underlayment shall be installed in strict compliance with applicable Building Code. -0 3. MLT TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. MLT TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base /Anchor sheet underlayment. 5. MLT TileSeal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for MLT TileSeal underlayment shall be 6:12 when tiles are loaded directly to the MLT TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12 ". • • 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed sppional of Nis • product with specific prepared roofing products. • '..' • 8. Tiles shall be stored on battens on roof pitches greater than 6:12 ". • 9. MLT TileSeal underlayment may be used with any approved roof covering Notice:Of Accepts n. :. listing MLT TileSeal underlayment as a component part of an assembly in the Notice of'AcceptatTce. If MLT TileSeal underlayment is not listed, a request may be made to the A, Qrity Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for apprpyp1 provided, that appropriate documentation is provided to detail compatibility of the products,'vsind uplift END OF THIS ACCEPTANCE resistance, and fire testing results. • . • • • 10. All nails in the deck shall be carefully checked for protruding heads. Re- fasten ad'looge decllg'• panels. Sweep the deck thoroughly to remove any dust and debris prior to application. "" 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of MLT TileSeal underlayment shall be applied over the underlayment. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. NOA No.: 08- 0107.02 1piration.Date Approval Date: 05/15/08 Page 3 of 3