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RF-11-1436Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 162987 Permit Number: RF -8 -11 -1436 Scheduled Inspection Date: November 22, 2011 Inspector: Bruhn, Norman Owner: GARRIDO, MANUEL Job Address: 688 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060172070 Phone: 305 - 757 -2612 Building Department Comments RE ROOF ENTIRE HANSON HACIENDA COCONUT COLOR THROUGH AND GAF 5 PLY BUILT UP ROOF SYSTEM OVER FLAT ROOFS. Passed // f( Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 21, 2011 For Inspections please call: (305)762-4949 Page 13 of 46 f RE: Permit.# AS-1(11- 1-1) (Print name and drcle License Type) License #: e ( cit." c (4- Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I I jj - I 1-1 13( DATE: 1( INSPECTION AFFIDAVIT licensed as a (n) Contractor / Engineer / Architect, p.. On or about E, Z s 1 \ (Date & time) Secondary water barrier work at FS 468 Building Inspector , I did personally inspect tl a roof deck nailing and (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) L Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this 6 day of (14 2c (( Notary Public, Sate of Florida at Large • *General, Buliding, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection .*, F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida. International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: ..tfRfi / A17 Job Address: 6 ex WE /0/ r.'4, J Iv/ 4/.'I / . (;),e S r/ Roofing Contractor: Q, A.,10 O R, Roo A: me4 Permit Number: / ?- d'-// /4 36 Type of Tile: Approximate Roof Height: / Z feet Slope: ' 3 s /2 Approximate Square Footage: 3, 3 0 0 ft2 Type of Access to Roof: Ladder OtherRequired Testing Force: 35 lbs. Testing Equipment: F.G.E. 100x Shimpo Instrument Date Installed: 11,1,// Date of Inspection: 1/ ° /) // TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 n 0 6" 21 •A 5 1 41 ? 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 . 69 89 10 30 50 70 90 11 31 51 71 12 . 32 52 72 92 '13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 / 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft Area Units or ft2 No. of Tests Perimeter /® 1`00 2 2 Field /, 9 cc' 2 / Corners 1(0 / 6 Hips & Ridges t -2 PP / 2 RESPECTFULLY SUBMITTED BY: \/ MR FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, LLC Miami- Dade Lab Certification # 07-0612.11 Job Address: 6 b g to l 3::, /44M / 54 ©/' j F/ Contractor: O%i a O)/ Roo /%/ J4 Other: Sketch of Roof ■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1111■ ■1111■ ■11■■ ■1111■■ ■11■1111■ ■1111■■ ■1111 ■ ■ ■ ■■ ■1111■■ ■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■ ■■■ ■■■ ■■■■ ■■■■■■■■■ ■■ ■■■■ ■■ ■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■1111 ■1111■■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■ ■■■■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■ ■ ■ ■ ■11■■ ■ ■ ■ ■ ■ ■ ■ ■ ■11■ ■1111■■ ■■■ ■■ ■■ ■ ■ ■■ ■ ■ ■■ ■■ ■■■■■■■■■ ■ ■ ■ ■ ■ ■■■■■■■ ■■■ ■■ ■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ ■■ ■ ■ ■ ■■■■■■ ■■ ■■■■■■ ■ ■ ■■ ■ ■■■■■■■■ ■1111■■■ ■ ■■ ■11■■ ■1111 ■ ■■■■ ■■■■■■■■■ ■■ ■ ■■■■■■ ■■■■■■■■■ ■■■■■■■ ■■■■■■ ■■■■■■■■■ ■■ ■ ■ ■ ■ ■ ■■■■ ■■■■■■■■■■ ■■■11■■■■■■ ■ ■■■■■■ ■■■■ ■m■ ■■m■■ ■ ■11■ •••••••1111■■■ ■■■■ ■■■■■ ■ ■■ ■ ■iumu ■■■ ■■ ■ ■■■■ ■ ■■■■■■■n ■ ■n ■■■■■■■■■■■ 11■■■■■■w! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■miumu. ■■■■■■■■■■■ 11■■■■ ■fi'faiti11aoa11■■■■■■ ■■1■■■■■ ■■■■■■■■■■■ 11■■■■■■ ■ ■■ ■ ■■■■■■■ ■ ■ ■11■ni■■ ■■■ ■■■■■■■■■■■11■■ 1111 ■■n ■■■■ mumm rimu■ mlim 11■ ■ ■ ■■■■■■■11■■ ■ ■ ■■y _ aimirwram r,inu ■ iiiiin ■ ■■ ■ ■■ ■ ■■ ■ ■11■■ ■ ■ ■ &1P I1 ■1 ■[G ■ ■(ano1Cr■i'L�■ /G■■ 1111■ ■ ■ ■■ ■ ■■ ■1 !'+ ■■■ ■■rte ►M ■ ■ ■■ 7 /. ■ /1 ■r "-11th illl ■ ■ ■ ■ ■ ■■■■■■IIMI ■ ■M■\ i\`TIL 1 i ` ;�'_. ■ ■ ■ ■ ■■■ ■ ■■ ■11^7 \rii■ , ■ ■■ ■�I■11 'ri%■ 1111■L�J11 ■ ■ ■ ■!I ■ ■11■ ■1111■1111■ 111■ ■ \ ■ ■ ■ ■ ■ ■[■\i ■f:9fnli % ■II1I■ ■ ■■' ■ ■ ■ ■ ■ ■ ■ ■L`� ►:`111 \ L!■■ ^� ■LJ ■ ■i`ii� ■ ■�i11�.%1i11��0 ■ ■ ■' ■ ■11■■■ ■ ■11!1■iC '■\^11ii!'!:111■■r lE■s;.S?:1' ■13:%vni ■ ■■', ■ ■ ■ ■ ■ ■ ■ ■L P■ ■IW_P r1 ■ ■ ■C '�IN■lL� AVAII ■UU11 ■ ■ ■■ 11■ ■1111■ ■11■■ IETI: ± 111 1111 ■►"L ■■�■1 >> ■�1iii ■t > ■11 ■ ■ ■■ 1111 ■ ■ ■11■ ■►'776111 [E11■ ■ ■ ■`e ■I ■■ ■M1111!i\ ■ ■11 ■■ ■■ ■ ■ ■ ■ ■ ■■ ■L ALM111 ■■ 1111■ ■M ■1LAMI !-!u ■ ■ ■■ M?11 ■ ■ ■■ ■ ■ ■ ■ ■ ■■ ■FAIRE? ■■ ? ■ ■ILLE T'TZMIP1 ■INrV IIiii ■i■ ■ ■ ■■■■ ■■ lame I ■■■ie = EEINHI !1MIIIL` IVIAL r !"1►,■ ■■■ ■■■■■ ■ ■ ■'im■■■ ■ ■ ■ ■ ■ ■■■7ti ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■1111■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■ ■■■ ■■■■■ ■■ ■11■■■ ■1111111111 ■■■1111■ Notes 4d0,'!`''k�H� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No BUILDING PERMIT APPLICATION FBC 20 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): /'4* 4111 E2- 6 161-4-419Z, Phone #: 3 .3O6 a O 23 Address: 611 /1/ 6 101 (ft. City: /151414/ State: Zip: 33 / 1ri' Tenant/Lessee Name: Phone#: Email: 4-1L/Lf/DW /0t j f'_ JOB ADDRESS: t B S A4r /O/ Sr City: Miami Shores County: Miami Dade Zip: 33/3 6 Folio/Parcel #: /1- .Zot Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: DB E/149144 704 4- i/9 Phone #: 3'.b 747-02 `r /01- Address: S /, / /.14— ? .T� City: �T i47-11 f S 1 o ,e4 S State: 1CL Zip: 3 3/ 3 P Qualifier Name: JAW?" J' DA 4 "/otly Phone #: . )r ?'- 2 4 /-. State Certification or Registration #: CCe 0 //3 f' 6 Certificate of Competency #: ®t'©® a e(i°T,' Contact Phone #: 30.1747 0V X / 2 Email Address: c 4M% Z ,DM /1 ( eta / Co #.- DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 14. frt9 , eti Square/Linear Footage of Work: Type of Work: ❑Ad,' • • ❑Alteration • New Description of Work: C Zoo F 4i11 r/fig i ' ' S0 A✓ z7293 epair/Replace C00- i'6'/ ❑De litign Ada f 4P— e vex (4€. i L *aaa*******x******* 0 ************Fees* Li!*** * � �r ���- � Submittal Fee $ Permit Fee $ 3�€: dt7 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ '5/0 `� f 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 11/10,44,,e, (�GZ� I/drQlia Owner or Agent The fore oing instrument was acknowledged before me this 2- day of ,20! i ,byA no who is person+ known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ssra D. 1.u3: Crsinmi@siou ' IBC P 'r : A.1211. 02, M3 Signature Contractor The i'� oing instrument was acknowledged before me this day of who is personall .' own to me or who has produced , 20 IL, by jaws Q a' a/ as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires • r =MY r ;;I:r" Sand D. Hart C tissiott $D APR. 02. art3 lwnn ,rilArtte BESSE0100., 1 ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY ,7-0'Cl Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. 2-1 To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name 14tAtty, Property Address 41i el E" 101 JAvote) 3-3/17 Roofmg Permit Number Dear Building Official: I NL?4it.> - 6471,4„. G connections of my building because: certify that I am not required to retrofit the roof to wall LJ The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). /1\44144/ 667..--1/1,,ic 647 Signature of Property wner /1/1-44/lie 47z-Ai Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this °� Personally known. or Produced Identification AY :21:2,:/.3.. 02, t013 ISAU A .. ie txygoixo wt. r.. When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. CADcmtcnts and SMings4cliM, DncuatentsatatiniceGraphs Sdtaoliag Affidavit Complutca- 92607Fillabladae Page 1 of 2 Show Me: Property Information Search By: Select item ■ ® 12 Test only ProLerty Aooraiser Tax E Um for Pr mm Aonra ax QMSSasen F' ilih S A u r iuiator Pro Information: 10300SOFT PL MIAMI SHORES EC 4 P815.14 LOTS 1 2 DDLK 103 LOT SIZE 100.000 X 103 OR 90304824 03 2000 1 • 1903048240300 00 Sale Information: Aerial Photography - 2009 0 My : Property l_ Moan__ a lion I Emmaus: fiswalliWaa2KAllslasnaDklowlEftsssi Olsal�tmer It you experience technical dNftculdes with the Property Intonation application, or wish to send us your comments, questions or suggestions please email us at eb as r. Web 0 2002 Miami Site Dade County, All rights reserved. http: / /gisims2.miamidade .goy /myhome /propmap.asp 111 ft N N fat a Legend Property Selected Property Street MIaro -Dade County Water W+ 10/1/2010 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE — BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name /d- e-A't'L C44../L4 Property Address 41i v' /0/ '`r° fist 44f d!-1-19,1,03 ./ 31/37 Roofing Permit Number Dear Building Official: I M4' L-- (4724- I certify that 1 am not required to retrofit the roof to wall connections of my building because: UThe just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). 11\71. art✓ Signature of Property Sign p rty caner /lit, 44,4u ez- X-i 4O Print Name STATE OF FLORIDA COUNTY OF MIAMI-3..A. DE Sworn to and subscribed before me this °' day of (SEAL) Personally known or Produced Identification $ WtRU:.t'.%r•�i?:l T+'y• itC�f Pgigrii: ?a . 02, 101.3 A xtaau Ar,,.arn:V canto a oo.. nac When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. .,_ CM1llncv'mhas and Se *i.p.t.13My Docum nI LSmi ticesrapb _PRaoR°B AlNdaait Complimce -9 2b 07FdIdJadac Show Me: Property Information Search By: Select Item ■ Page 1 of 2 qt Q et 110 ® Test one F'ro Aooraiser Tax Estimator r P opertv ADnraicn Cow litvSOH sL jor GARRIDO JR 8W information: 0 300 SO FT PL EC 4 RS 1�1I4 LOTS 1 2 SLK 103 LOT SIZE eaaipt►on: 100.000 X 103 OR 10030.4824 03 2000 1 R 180304824 030000 Assessment Information: eget TaxablewValue Information: $50.000/ $250 771 *50,000/ *250 771 $50.000/ $250,771 $275 771 *50.000/ $242 864 550,000/ $242,864 *242,864 $25.000/ $267.864 Sale Information: Aerial Filmography - 2009 0 'M� No unforma onur_ rtv�axes lima I Usin yil hQflt� I Pdvacv l I A *claimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at j1.1 sUitnigis Web Site ® 2002 Miami -Dade County. Alt rights reserved. http: / /gisims2. miamidade .gov /myhome /propmap.asp 111 ft Legend i0 Property Boundary ,1 Selected Property N a Street Mbmi -Dade County Water N W+E S 10/1/2010 9 Florida Building Code Edition 20-07 Miami Shores Villa High Velocity Hurricane Zone Uniform Permit . . •p. ftgIon A (General Inform LL Mashy Permit No. Process No Contractor's Name 01664)0,17-cormik Job Address 6 Ff • OVED ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDE STATE AND COUNTMTEMITREGULATIO ROOF CATEGORY Low Slope 0 Mechanically Fastened The ja-MortarlAdheshre Set Tile Asphaltic 0 Metal PanelfShIngles 0 Wood ShInglesfShakes Shingles Are there 0 Prescriptive BUR-RAS 150 Gas Vent Stile? Yes ID No ROOF TYPE Type: Natural LPGXLI 1N4/ Roof * Re-Roofing 0 Recovering 0 Repair 0 Maintenance . ROOF SYSTEM INFORMATION 1 Area (SF) Steep Sloped Roof Area (SF) Total (SF) 4‘416 4593 Section B (Roof Plani Sketch Roof Plan Illustrate all levels and sections, roof drains, scuppers scuppers and overflow drains. Include. dimensions of sections and Is, Identify dimension of elevated pressure zones and location of p 'PE,v 13446W ow clearly IMUniummimmuniummOpmmummommomminmemmuquinurpmmimmuummommiumnsommommimma immilmalumwrimmilmmallimuMmummonmsKOmememmmummommommorwmarnimMOnsmamin mommiNINIMENOMMIssimmillimmussommmoksimmilaimmiriniumnOmmilminommusimmum rigrammmOnmournimmir , MIME imnimmissimmommilmilwrimennuMMMEMMIThmlemmummeminsimanimmummimmimmflommim simummuulaillinsWillommilmOsimmixmarmimmINNWINOWNWOMOmmimmumnimunlimiumi inonpimmirnmains.filimoomMUMMOnOmmilimmMWMUPPRIIMOmmMallimiliminIMMIONIMmulimmin IMMEmilmillomminnUmnmulNimmillimmimmiNVINNWOOMMinizsamminimirnsmnOmmlimmpin IIMOMmimmilmiammlinnflaspimilinximmilawlikiMMIMMISSAMMOMERWIMUMWANDWIMMII milimmommorMEMMINHImmitimilimmumwswilimmulairialms..simairmassomMOMinurimmummr.VM limmisrmsamswimMMINUMMINERIMmilmminmilinimmlinnimminimplimmillimminimOnimLim inpulimmainommUmaininrnomimalwiRansmommiMMINImmummemillimemmOmmilmmimmusiogiOn immumenimmummuilinipsinamilmOrmommimessmusloMmummlimummilm- -0Mmilinimani limmirmompummummummommOunswiminimpismimmilmusimisannamnimmnrimigruirmin mum smommimmisimummimmilmilimminummillimmillummorinsowswillammenimmlimmain limmil plimilimminimunimumminninfriMMORnsimmilmimullimilmtWimmishammOkmailmlins timilimmonimimmtAISMIninimpimmilluVUSWarmanumminswinniOnnislimmilliThioniumNrimmlimi immiumnIMIEJAMIMMINUmmilmiX=WWIMIXIMMINIVIWAIMMEMnxIMINMOMEOMMMIKEIMMM imilMMOSSUMMOnElplipmmmOmmimmuml- - .. ',Pow, ■ma AmmommommomMOmisrmupsule mimmilmm., mw1AmmulmilmumuninimmillimilmMilmillsmslimmilinsimmammagiMmin ' ii - AmMMimirm.EMIIPMiWsOmMilsMomMmIuNmNOmWummMMmiMOlmMmMiIuMmimmummommilmewiminenumiiii5 Ommilmall Min I mismionNIMMOmmimmlimirnommumminnammumrnimprillivimmunlinMonlimurnimmanim sum mmimmmerammememenmemmummummemeammemmememnrommmerammemsemmeemennemem Imo mummullemmermensmmammompormersimummnimmummimmemummummarommemmimmme• miseemmemememmainanewvasumummmemimmeammari•■•••.emmaimemin romminnuesinmerimmiumwevamommemeseammemmummassommaismammonummmgrre mosm iiiiiiiallIMPIPLIMPIIIMIIIngarni=lnral::::::3011111: mmiummummigium mumummulum lisimmomplumwominummill i 11101MUMM111111 4 MOOMMIO mummenammemmarraummeirememmmommammummumommimmummummuipmmai•••om•e•e limmummunimmommemumemmmemmemmermummememmommummemmilmelmemmelmeemmeee tommemmulemmemenememmememmormerwaummemmermommirsumumwmmrserlienegaree milmmanummommummrammemmeememmewammemmemmweommaiegamemmgamanommammenem e l emesumeemememmumermemmmemprwerreamumumwarg= cm= .......Immommeria m immmtimmemUmee m- -!AmommicimossmommouniiiiimpiiRimimimmummamm mmmm oismarmilumpusimmemorsinimmummemegnammeminsmmaneemmir ummammumm invz.imimummummiumommlimmemarnmaimmempommgmarnAmmummeneemlem Miligiamminms NOWAlunOrmiumm*WINNOIMOmmANNIMMOVINITIMANIMMX[vimillaMMONNEsmillinrnmOSIMMI IWOMMINIMIMEMINEMIONIMIWWWWWINO,4MOPMellaingWilsOMMMOKOMMInimemmsplimmin NigliThiliSmalmniumurnimmulaillaMMNAn4Milimi*ImminimarmnoliMMEMMINIMMINOWRIMONsi iimOMENNIMEMINIMUSS InNONIMMOMMOSMW „NIMOMmplorepormanWOMM*0 IONWOMMUNINIMMOOM INUMMINIMEMERMAMPTNIIIMMUOMMOMP Gilisla SNMETIMISMION mmielmmeamemim mmommousersommerrAormumerimmkTlieimmuli MUNNUM iiimmmimmum ageginionmiser • intymimmiwillimrnmlimipMarm MarlipliNgliglimmimilion s mimillimilm holluillIallififilit 01 NI INIMOMMIONAMMINIMINVORWIMM NMI NaCcioUrpolvnillialMWM411.114101Mmesm I ImMINOWOMO mil milmOnnimAMOMMIMMAWIOMIN INNUMMWAIIIIMIeL*maga-Mmilmommmwommosimil . . . 123_01-48 12/09 PAGE 2 al 4 •-• 1 4 -6° E /moo,' 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) FM In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, Identify as `NA' System Manufacturer: (O NOA No • 7--7,g 6 9 Design Wind Pressures, From RAS 128 or Calculations: Pmax1 -12-- Pma 2l3 Pmax3: 8` V Max. Design Pressurt From the Specific NOA System: 1;1, Deck Type. e4✓0OOr Gaugerrnidmess: 3/9 Slope: j Anchor/Base Sheet & No. of Piy(s): y� Anchor/Base Sheet Fastener/Bonding Material: I sulatlon Base Layer 114-- Base Insulation Size and Thickness: Base insulation Fastener/Bonding Material: Top insulation Layer. N//K Top Insulation Size and Thfficess: Top Insulation Fastener/Bonding Material: Base Sheets) & No. of Ply(s):1 r(* A fa : ,.IG_. L Ply Sheet(s).& No. of Ply(s): PlySh ner rifit Top Py: co ( (eif eqr Top Fastener Sparing for AnchorlBase Sheet Attachment Feld: 9 • oc Lap. # Rows ., 9 • oc Perimeter: 6__: oc (c Lap, # Rows (a� �• oc T / Comer. • oc Lap, # Rows L • oc `f x Number of Fasteners Per Insulation Board A- Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocdng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Jndicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 123_01 -48 12/09 PAGE 3 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Unlorm Permit Application Form. SeCtiOn C (Low Slope Appiicationl Fill in specific roof assembly components and identify manufacturer (If a component Is not used, identify as "NA ") System Manufacturer. Product Approval No.: 64_r Design Wind Pressures, From RAS 128 or Calculations :: Pmaxl• Pmax2: g-1.3 Pmax3: /3 4 7` Max. Design Pressure, from the specific Product Approval system: S-2 s Deck: 1 Type: i� � GaugelThickness :` Slope: 44( AnchorlBase Sheet & No. of Piy(s): AnchorlBase Sheet Fastener/Bonding Material: Insulation Base Layer. i iQ Cy I4 aiJ� Base Insulation Size and Thickness: Base insulation Fastener/Bonding Material: Top Insulation Layer. or Top Insulation Size and Thickness: (. 4K I Top InstLlati n Fastynen +�£� illAaxferial: �i l r cif !L 1 1 L4T� ' — r idcf f Base hee s 3 0 of Ply(a): �i9�� e c B sr Sheet F ner/rilipg Material: rft Pty Sheet(s) & No. of PIy(s): t F(i r 4y e Ply Shoe �a_ste r ondin .1 Mayes: Top Ply: 6+1447(4:r Top Ply Fastens nding Ma H I ht's ,• FLOi iDA- BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: " oc Lap, fF Rows @ 9 " oc Perimeter. 6 " oc @ Lap, # Rows / @ " oc Corner. G "oc @ Lap, & Rows 1— @ L " oc Number of Fasteners Perysulation Board: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodbiocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Iv f y S�/�i�dN y 'o! 11/14 1 e o-tl , Jx6 PerNAlkie It)7SeAZA1,5 lV m/c (1/ FT • Parapet 4 Mean Roof Height 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof Systeml Roof System Manufacturer: ,V 4 ■' /1 Notice of Acceptance Number: lo - 8 706 Minimum Design Wind Pressures, ff Applicable (From RAS 127 or Calculations): P1: te. 3/ P2: / (e . 6 33 P3:.26.9' Maximum Design Pressure (From the NOA Specific System): ' ij , Method of the attachmen . i a / v'A Roof Slope: :12 Steep Sloped Roof System Description, Deck Type: pi/ad d p7 4. Underlayyment: nsulation: Ridge Ve latlon? , M A 22 t re Barrier: stoner Type & ` pacing: dhesive Type ype Cap S oof Covering: Mean Roof Height INIMIINIr ^rte ?ate Type & Edge: V't»/e ize Dripvotoot 7"f/cr2�()6 123_01-48 12/08 PAGE 4 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwlth the values from M 1. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (PI: zlb r2&c m `3 o }- big: '6•4'S aml pr. NOA Mr �J7J-- (P2• :7l 'Z 7Y —Mg:G• `i .. a NOA 1% %d -J (P3: r z A , ! ae — Mg• Le= m M44—de NOA 1V* 444 '7- J Method 2 "Simplified The Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mr *Must be used in conjunction with a list of moment based tie systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area-of the rood then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi: al: m z w:= )- W:_z cos 0: = Fr{ NOA F (P2: zL =_z w:m J- W:„zcos9: = Fra: NOAF' (P3• z1: = z w:__ =_)— Fre NOA F' Where to Obtain Information Description Design Pressure Symbol Where to find P1 or P2 or P3 RAS 127 Table 1 orbyan engineering analysis pleparedby PL based onASCE 7 Mean Roof H Roof Slope H Job Site e Job Site Aerodynamic Multiplier Rem Moment due to Gravity AttacbinentRedmancc NOA Mg NOA Mr NOA Regohed Moment Reptant* Mr Minimum Attaelmmat Resktaan F Calculated NOA Requited Uplift Resistance Averile ini Fr W Calculated NOA 1=ilength w= width NOA AU calculations mist be submitted to tiro Building Official at the time ofpeimitapplication. 123_01 -48 12/09 PAGE 5 .Owner's Notification Form 07 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg 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 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 and the contractor. The owner's initial in the designated space 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) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or' owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofmg nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 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 walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida- licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's /Agent's Signature: / v Contractor's Signature: Property Address: Date: Permit Number: 111 MIAMI DE COUNTY 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 Hanson Roof Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson-Hacienda Double Roll 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 revises NOA No. 09- 0928.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10-0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tile Concrete 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound; Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Length: 171/4" Hanson "Hacienda" Width: 13" %Z" thick Trim Pieces Length: varies Width: varies Varying thickness 2.1 EVIDENCE SUBMITTED Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 7161 -03 7161 -03 P0402 P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 94 -060B 94-084 25- 7094 -1 25- 7094 -7 25- 7094 -4 Product Description Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report PA 102 PA 102(A) PA 108 Withdrawal Resistance Testing of screw vs. smooth shank nails PA 108 PA 108 PA 112 PA 101 PA 101 PA 102 PA 102 PA 102 Date Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 July 1994 Aug. 1994 Sept. 1994 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 10-0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 2 of 6 Test Agency Test Identifier Test Name/Report Date Celotex Corporation Testing Services Project No. 307025 PA 100 Oct. 1994 Test #MDC -76 25- 7183 -1 PA 102 Feb. 1995 25- 7183 -2 PA 102 Feb. 1995 25- 7214 -2 PA 102 March, 1995 25- 7214 -6 PA 102 March, 1995 528454 -2 -1 520109 -2 PA 101 Sep. 1998 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381 -249 3. LIMITATIONS TAS 112 09/20/07 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (tbf) Length -I (ft) Width -w (ft) Hanson Hacienda 10.0 1.4375 1.08 NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 3 of 6 Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf) Tile Profile T able 2: Aerodynamic Multipliers - A (ft3) 4 ": 12" Tile 6 ": 12" A (ft3) A (ft3) . Battens Profile Battens Batten Application Direct Deck Application Hacienda Tile Battens Direct Deck 0.267 0:289 Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf) Tile Profile 3 ": 12" 4 ": 12" 5 ": 12" 6 ": 12" 7": 12" or greater Hanson Hacienda Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 6.22 Table 4: Attachment Resistance Expressed as a Moment - M1 (ft-Ibf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Hanson Hacienda Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 . 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasteners are located a min. of 2W from head of tile. NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Adhesive 26.13 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Polyfoam PolyProTM 86.614 Polyfoam PoIyPro TM 45.5b', 4 Large paddy placement of 54grams of PolyProT"". 5 Medium paddy placement of 24grams of PolyProTM . Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson Hacienda Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 10- 0706.07 Expiration Date: 12/16/12 Approval Date: 09 /15/10 Page 5 of 6 FASTENER HOLES PROFILE DRAWINGS OVERLOCK UNDERLOCK MIAMmilacouNry HANSON HACIENDA CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 10- 0706.07 Expiration Date: 12 /16/12 Approval Date: 09/15/10 Page 6 of 6 MIAMI -DADE COUNTY BUILDING AND BOARD AND CO NOTICE 0 Polyfoam Prod 11715 Boudrea Tomball, TX 77 SCOPE: This NOA is be The documentati Section to be use (AHJ). This NOA shall Section (In Mi have this product in the accepted immediately revo reserves the righ Section that this This product is a including the Hi DESCRIPTI LABELING: following stateme IGHBORHOOD COMPLIANCE DEPARTMENT (BNC) ADMINISTRATION DIVISION ACCEPTANCE OA cts, Inc. Road 75 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidade.eovfithildloa/ g issued under the applicable rules and regulations governing the use of construction materials. n submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction of be valid after the expiration date stated below. The Miami -Dade County Product Control Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to or material tested for quality assurance purposes. If this product or material fails to perform manner, the manufacturer will incur the expense of such testing and the AHJ may e, modify, or suspend the use of such product or material within their jurisdiction. BNC to revoke this acceptance, if it is determined by Miami -Dade County Product Control uct or material fails to meet the requirements of the applicable building code. roved as described herein, and has been designed to comply with the Florida Building Code Velocity Hurricane Zone of the Florida Building Code. Polyprogi AH160 RENEWAL of change in the appl TERMINATIO materials, use, an product, for sales, with any section o ADVERTISEM the expiration dat be done in its entir INSPECTION: and shall be availa This renews NOA The submitted doc MIAMFDADECOU APPROVED h unit shall bear a permanent label with the manufacturer's name or logo, city, state and t: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. is NOA shall be considered after a renewal application has been filed and there has been no cable building code negatively affecting the performance of this product. of this NOA will occur after the expiration date or if there has been a revision or change in the or manufacture of the product or process. Misuse of this NOA as an endorsement of any dvertising or any other purposes shall automatically terminate this NOA. Failure to comply this NOA shall be cause for termination and removal of NOA. NT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall copy of this entire NOA shall be provided to the user by the manufacturer or its distributors le for inspection at the job site at the request of the Building Official. 06- 0201.02 and consists of pages 1 through 7. mentation was reviewed by Alex Tigera. NOA No.: 11- 0124.04 Expiration Date: 05 /10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING Category: Sub Catego Materials: SCOPE: This approv of this Not applicable b compliance profile roof moment base PRODUC roduct OMPONENT APPROVAL: Roofing Roof tile adhesive Polyurethane Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of Acceptance. For the locations where the design pressure requirements, as determined by ' lding code, does not exceed the design pressure values obtained by calculations in ith Roofing Application Standard RAS 127, for use with approved flat, low, and high es system using Polypro® AH 160. Where the attachment calculations are done as a system for single patty placement, and as an uplift based system for double patty systems MANUFACTURED BY APPLICANT: Dimensions Test Specifications N/A TAS 101 Polypro® A H160 Foampro® ProPack® 3 TF1000 N/A & 100 N/A PRODUCT'. MANUFACTURED BY OTHERS: Any Miami - list moment Product Descrintio1 Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment e County Product Control Accepted Roof Tile Assembly having a current NOA which sistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Density Compressive • trength Tensile Stren Water Abso Moisture V Dimensional on r Transmission Lability Closed Cell ntent 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.M.3 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 (a7 -40° F., 2 weeks +6.0% Volume Change ®158., 100% Humidity, 2 weeks 86% Note: The p ysical properties listed above are presented as typical average values as determined by ac, pted ASTM test methods and are subject to normal manufacturing variation. APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENC,r SUBMITTED: T Agency Test Identifier Test Name/Report Date Center for A lied 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 NB- 589 -631 ASTM D 1623 02/01/94 Miles Labors Polymers Di Ramtech La oratories, Inc. Southwest R earch Institute Trinity Engin a ing Celotex Corp. esting Services 9637 -92 ASTM E 108 04/30/93 01- 6743 -011 ASTM E I08 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 7050.02.96 -1 TAS 114 03/14/96 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 LIMITATI i? NS: 1. Fire cla . s ification 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. Minimu n underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Til manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile ; semblies shall test in accordance with TAS 101. 5. Roof Til their tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with mblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F'— MS EF W NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALL . TION: 1. Polypr AHI60 may be used with any roof tile assembly having a current NOA that lists uplift resis : ce values with the use of Polypro® AHI 60. 2. Polypr•' AHI60 shall be applied in compliance with the Component Application section and the corms • b nding Placement Details noted herein. The roof the assembly's adhesive attachment with the use f Polypro® AH 160 shall provide sufficient attachment resistance, expressed as an uplift based s stem, 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 s bly NOA 3. Polypr AH160 roof tile adhesive and its components shall be installed in accordance' with Rodin Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruc + on and Maintenance Booklet. 4. Installa I'on must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Produ Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having risdiction. 5. Calib : on of the Foampro® dispensing equipment is required before application of any adhesive. The . a 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 determi ed at calibration. No other settings shall be approved. 6. Polypro A11160 shall be applied with Foanipro RTFI000 or ProPack® 30 & 100 dispensing equipm t only. 7. Polypro AH 160 shall not be exposed permanently to sunlight. 8. Tiles m st be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro? AH160 has been dispensed. 9. Polypro AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' erein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile ile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Lo , High Profiles #1 35 N/A High ' • Barrel file (2 Piece #1 17 /side on cap and 34/ • an N/A Flat, Lo , , High Profiles #2 24 N/A Flat, Lo • , High Profiles #3 8 LABELING All Polypr AH160 containers shall comply with the Standard Conditions listed herein. BUILDING ERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of is system. MIAMI+DADECOU APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY APPROVED 1) Place mop *dhoireto *Wove 1Tto23 Ps equine Inches tn content with the pan the ateOP PIO aPP6eapone 2) Tura taus upaldodown. Pines adl otIva 112 In. To 1 In. Front Wade edge of cow Ula Then Install tbn NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 1 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 11-0124.04 Expiration Date: 05 /10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) Nall through plastic cement Single paddy undertpe Underlayment Single paddy between tile else paddy 2In. x T In. medium course only ease Ines 3 in. Single 4 in, paddyon under - Iayment Single paddy on top of Me Fascia Wee I,ave closure Drip edge APPROVED END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 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 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 Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. 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 dale 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 and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ''MBLIES Wood, - Insulated • 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. tem Limitations shall apply. of any of the following insulations. . able 2) Insulation Fasteners Fastener • teal plate only =5, plastic plate only (Table 3) Density /ft2 =P) riergyGuardrM Composite, EverGuard® I50,'EnergyGuardTM RA, Composite • N/A • N/A EnergyGaard2M High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, Minimum %s" thick N/A N/A EnergyGuardTM Perlite Minimum %" thick N/A N/A Fiberglas (Min. 15/16" thick) N/A N/A • Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 Ibs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane 'substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENT® EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay. board on all isoeyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID Heat- WeldrM Smooth or RUBEROID® Heat- WeIdTM25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PlyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -4S psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 8 of 19 Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill - TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) .GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shanknails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. -in the field. (Maximum Design Pressure 52.Spsf, See-General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID ®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved 1'A" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows • staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shanknails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psi,' See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) • Base Sheet: (Optional) install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM BaseSheet, GAFGLAS® STRATAVENTn- Elimi-natorTM Perforated,_ RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID® 20 .RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat We1dTM directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS® PLY 4, MMUS® Flex PIyTM 6 sheet, #80 Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the -EVT range and at a rate of 20-40 lbs. /sq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 , Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: (Optional) One Hof GAFGLA:S® Mineral-Surfaced Cap Sheet or GAFGLAS ®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 IbsJsq. respectively in a flood coat of approved asphalt at 60 Ibs.sq. or applied in a flood coat of Leak BusterTM Matrix"(103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbssq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM Matrix"( 715 , Leak BusterTM Matrix"( 322, TOPCOAT® MB+, TOPCOAT® Fireshield Elastomeric Roofing Menibrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM Matrix "M 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal./sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Surfacing: Maximum Design Pressure: See Fastening above. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 10 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19/ 32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows I2" o.c. in the field. (Maximum Design Pressure --45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —4S psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved - annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROIDe'20, RUBEROID®Mop Smooth, base sheet attached to deck with approved 114' annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TeeTM #12 standard, #14 or # 15 Screws and 3" Drill -Tec"M steel plate or Drill -Tec"M AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c..in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 3001bsisq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galisq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak Buster"( MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM Matrix"( 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/a" Dens DeckTM or ' /2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibsfsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General *Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE • . APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 TGFU.R1306 - Roofing Systems Page 1 of 48 Page Bottom TGFU.R1306 Roofing Systems Roofing Systems See General Information for Roofina Svstemq GAF MATERIALS CORP 1361 ALPS RD WAYNE, N3 07470 USA R1306 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 'h -in. thick (minimum) gypsum board or 1/4-in. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard'" Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. " DensDeck ® Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard TM Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or 'TO -Ply Ply 4 ", or "Pty 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," " DensDeck Prime@ Roofboard" or "DensDeck DuraGuard `" Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent® Eliminator"' Venting Base Sheet (Mailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EverGuard" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfications include "EnergyGuard EPS Insulation ". References to glass fiber insulation include °EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base, sheet ( "GAFGLAS® #75 Base Sheet" or 'Tri -Ply #75 Base Sheet', or " GAFGLAS® #80 ULTIMA") is a - suitable alternate for Type GI asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -Ply Ply -4' -,-or- "GAFGLAS®--Ply - -6-") in the Class A, B or C roof systems indicated below. The roof deck may -first be covered -with one ply Type G2 asphaftsaturated glass mat_Base sheet "GAF Stratavent® Eliminator'" Venting Base Sheet (Perforated)" or °GAF Stratavent® Eliminator"' Venting Base Sheet (Nailable)." Perforated to be loose laid or mopped and nailabie to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminator'" Venting Base Sheet (Naiiable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Id-Ply Ply 4" or "GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified periite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME /showoaae.html ?name =T... 5/21/2010 TGFU.R1306 - Roofing Systems Page 2 of 48 The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of Yz -in. minimum gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite /rosin paper /polystyrene / perlite) is a suitable alternate for polyisocyanurate board In the following Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuara Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and "Tri -Ply Ultra - Flexible Ply 6" are suitable alternates to "GAFGLAS® PIy 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21 to 3- gal /100- ft2. "Ruberoid Dual Smooth" may be used as an altemate to "Ruberoid Mop Smooth" or "Ruberoid 20" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. " Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A Incline: 3 1. Deck: C -15/32 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS® Ply 4" or "Tri -PIy Ply 4" or "GAFGLAS® Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C- 15/32' Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three-or more plies Type G1 or "GAFGLAS® Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — Qnte ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber / polyisocyanurate composite, phenolic, 2 -in. maximum. PIy Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -PIy Ply 4 ", " GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet ". 4. Deck: C -15/32 incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply #75 Base Sheet" (may be nailed). Ply Sheet — One or more plies Type G1 " GAFGLAS® Ply 4" or "Tri -Ply PIy 4" or GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy Mineral Surfaced Cap Sheet ". 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply #75 Base Sheet ". PIy Sheet: — One or more plies Type G1 "GAFGLAS® PIy 4" or "Tri-Ply PIy 4" or " GAFGLAS PIy 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". 6. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane http: // database. ul. com /cgi- bin/XYV /temnlate/LISEXT /1 FRAME /shownage.html ?name =T... 5/21 /2010 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /1 ' 3/Lc'` °-0 /7-• .2 o 7a STATE OF R.ORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements w H be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement 1 111111 11111 11111 11111 11111 11111 11111 1111 1111 CFN 2011RO529582 OR Bk 27785 Ps 4383: (1ie) RECORDED 08/09/2011 14:45:09 HARVEY MINI CLERK OF COURT iIIAi1I -DADE COUNTY, FLORIDA LAST PAGE - l �' Space above rived for use of recording office 1. Legal description of property and stregt/ad i Tess: O/ r ie 1,4, o e5 .6 RI_ iffrOspo it of e 2. Description of improvement: /Yea., 77245 ,c 13 F/ //. r ye ,aW OW/ 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: M01/11/01 G 81,2140 bW "4 /of .Jr Sofo,ef cG 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ ... 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor'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 b 1 year from the date of receedhg unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE 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. Signature(s) of Owns) or Own Authoriz2d. A r/Director/Partner /Manager *sow By Prepared By PrrrAe a,, _ C ' , i0 Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The The fo ,rming instrument By r � 0 ndfviduaily, or U as for ersonaliy known, or 0 produced the following type of ides Signature of Notary Public: Print Name: (SEAL) VERIF7CATiOI4 PURSUANT 70 SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Own )'s Authorized Officer/Director/Partner/Manager who signed above: 123.0142 PAGE 3/10 STATE OF FLORIDA, COUNTY OF DADE t HEREBY CERTIFY that this 2s a true copy et the original Nell this o • n day of AUG ' 9 2t , AD 20 ?alto, mien Seat. •. j,and county Courts �.:. D.C. th�tTNESS m HARVEY�r; '3