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RF-12-28Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 168529 Permit Number: RF- 1 -12 -28 Scheduled Inspection Date: January 31, 2012 Inspector: Rodriguez, Jorge Owner: DIAZ, ANGEL Job Address: 9917 N MIAMI Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: ALL CONSTRUCTION & DEVELOPERS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060131250 Phone: (786)768 -4330 Building Department Comments RE -ROOF EXISTING TILE ROOF Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 30, 2012 For Inspections please call: (305)762 -4949 Page 9 of 25 s t A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 a lroofiinspection @gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor ALL CONSTRUCTION Permit # RF -11228 Job Address 9917 NMIAMIAVE Owner's Name ANGEL DIAZ Type of Tile EAGLE DOUBLE ROLL Date Installed Approximate Roof Height 10 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof .18 ft 2 Required Testing Force 35 /bs Date Tested 1/30/2012 Contact Name CHELE LOCATION Corner Perimeter Field Ridge Total Number of Tests 56 Testing Equipment: F.G.E. 100 # OF TEST 11 Tests 10 Tests 21 Tests 14 Tests 56 Tests Phone #17.86) 499 -0422 PASS ill Vi Pass Pass Pass Pass Pass # OF TEST O Tests O Tests O Tests 0 Tests Tests FAIL I Fail _! Fail Fail Fail Fail IN ACCORDANCE WITH THE CRITERIA OF ROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEE1 HAS BEEN PERFJRi.IED I FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED TN CASE OF NATURAL ASTERS. Cordially I REMBERTO CONTRERAS P.E P.E # 21522 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 7066 SW 44th Street Miami, Fl 33155 N Telephone (786)326 -9877 — Fax (305)485 -9011 R A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 a1 roofs nspection @g ma i l . com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor ALL CONSTRUCTION Job Address 9917 N MIAMI AVE Owner's Name ANGEL DIAZ Type of Tile Permit # RF -11228 EAGLE DOUBLE ROLL Date Installed Approximate Roof Height 10 feet Roof Pitch 3/12 Type of access to Roof OK Required Testing Force 35/bs Approximate Square Footage of Roof Date Tested 1/30/2012 Contact Name CHELE 18 ft2 Number of Tests 56 Testing Equipment: F.G.E. 100 Phone #2862492-0422_ SKETCH OF ROOF Revised by 7066 SW 44th Street Miami, FI 33155 — Telephone (786) 326 -9877 " Fax (305) 485 -9011 RE: Permit # P F /03 Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: /// S /caO /y QUuC%O f d r 496/7 -4 /. I �O /e � l licensed as a (n) C / Engineer / Architect, (Print name and drde License Type) 3 45/ (71"-C7S 468 Building Inspector License #: CC'C / 3 / On or about '�f f‘y# ®/ /�•' 54 , I did personally inspect the roof deck nailino and (Date & tire) Secondary water barrier work at 99/7 .i eRi-h (Candete Job Ste Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit of (Based on 553.844 F, 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 •n mentioned. Sworn to and subscribed before me this ` day of • Notary Public, Sate of Florida at Large *General, Building, Residential, or Roofing Contactors or cesified under 488 F.S. to make such an I speCtlai. Include photographs af each plane of the roof with permit # and address it dearly sham masked an the deck for each inspection Revised on 5121/2009 Miami Shores Village Building Department l ". JAN 0 9 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.1 `t I k-��� BUILDING PERMIT APPLICATION FBC 20 Master Permit No. Permit Type: BUILDING ROOFING t OWNER Name (Fee Simple Titleholder): Anye/ /'%•27, o �° 2_ Phone#: 3 9S 7 6619 8/ Address: C19! 7 Nod-74 /1°l•`e,` ° a.°t. City: /�i�evn a �h�� State: /—Lora de-4 Zip: 3 31.31;0 Tenant/Lessee NT: {, f5e/ , nf/7? d, j.i/ Q Phone#: Email: �ZGtr►Ci • !) 7 C 6?„ L1 e CcD0 • (z) o i JOB ADDRESS: 9 9/ 7 N0 tI6 eerper e Nom. , frif a - r /i 0 - City: Miami Shores County: Folio/Parcel #: /1— 2//� - 0/3 - /off 5 0 1Vliiami Dade L 3 3/ SZ Zip: �., /. �V Is the Building Historically Designated: Yes NO Flood Zone: A11 76g'5t.�3 0 CONTRACTOR: Company Name: A1I C a N s Tv cJ c,77 64 v2 . Ph d 6 Address: °O0 .S S r . City: "'1 I, State: EGL Qualifier Name: /Li /A V 12 C C / b C z 7/ 1/Q�'(t ii 0 State Certification or Registration #: ( /37 9 I i/ S'. Certificate of Competency #: Phon Contact Phone# / d 6 %i 6 Email Address: P" G f l p f �. 'LL � ' d t ` e DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: Type of Work: Addition Description of Work: j $ '1 1 fi SDO Square/Linear Footage of Work: 1 0 teration ,DNew lace °Demolition - itoof ** '.i r 9 li * �� ►* * * *** ***$*Fees* * ****s0 *****r ******es ** Submittal Fee $ Permit Fee $ 022-4 CO' $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ _�, -- TOTAL FEE NOW DUE Bonding Company's Name (if applicable) • Bonding Company's Address City State , 1 Tap 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 rst inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspe` will t be appr and a reinspection fee will be charged Sign �r Si 7" erorAgent A95e1 /cl Fred The f. +g instrument was acknowledged before me this q The %roping instrument was acknow 3- before me/ihis�,_ day of / 201 SL, by ho WO f" , day of i2,2.1,1-0 , 20 L by _ at iii 11 ) C o /'d o who i r to me or has produced who is personally known to me or who has produced as identification and who did take an oath. . NAVARfFRO Contractor Sign: Print PAT/ As identification and who did take an oath. Y PUBLIC: PABLO A. V /10/ f0 My Commission Expires: NOTARY Sign: Print RA 1-3) 6 / 0 My Commission Expires: ** *wta* a*s***** + *rweas tab r►ss+ sa*s*n+e****** rises** ***41**e *** St* ****w *Oh ss+s*sIMP ***MI ***** *ssstss***e APPROVED BY /Yeelol Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3115/09) NOTICE, OF COMMENCEMENT A RECORDED COPY fdibTRE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX-FOLIO NO.N`3'� /✓a' /a STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be ,made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 11111111111111 1111111111111111111111111111111 CFN 2012R0014728 OR Bk 27954 Ps 45281 dips) RECORDED 01/09/2012 13:05:08 HARVEY RUVINk. CLERK OF COURT 1IIAHI -GAGE COUNTY, FLORIDA LAST PAGE ,c Space above reserved for use of recording office • t Legal description of property and street /address: 79/7 , o r7 4 /t'%w»/ Ape. /yiG 14.4.orb P[ 331 SD 2. Description of improvement dlc•®'F . 3. Owner(s) name and ws Interest in property: 'y/ Name and address of fee simple titleholder. 4. Contractor's name, address and phone 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 Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. upon whom notices or other documents may be served as provided by 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(1Xb), Florida Statutes. �t Name, address and phone number. 9. Exphation date of this Notice of Commencement the expiration date is 1 year from the date al recording hatless 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 1, 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 • 4: �s o� = • :•• Ofcer/Director/Partner/Man Ali Pre B Prepared By ar o Oby2 , . Print J . ! '. d Print Name 0.2' .,5 /U¢41 •.trr sr ilk Titie/Oftice Tftie/Office /Q/Le / 0:1--.. S / STATE OF FLORIDA COUNTY OF MIAMI -DADE �� The for ; ofn In R ent ^^° = owiedged before me this / day of 0 By a ndvidually,•or ❑ as for A'Personatfy known, or ❑ produced the following type of identiftcation: Signature of Notary Public: Print Name: MAO Under penalties of perjury,1 declare that I have read the foregoing and - • that the facts stated in it are true, to the best of my knowledge and belief. f i BOWBUilErhin uk e a dme r, H 1011111111Y &MCI 1241 Air Of ; mid 0:00Cools TANASHIA_ tID1144 Miami Shores Village Building Department 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553244 F.S. To: Miami Shores Village Building Department Date: / " 8 - / 2 10050 NE 2nd Ave Miami Shores, Fl 33138 5 Re: Owner's Name: 4n eJ Mee i/ Property Address: 9!/7 N.De -Th fls 14.e. FC 3 31'Jb Roofing Permit Number. Dear Building` Official: 1444/ l C A-1441"y(c o _9 ig1 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. a The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of edition of th South Florida Building Code (1994 SFBC) State of Florida County of Dade The undersigned, being the first duly s Sworn to and subscribed before me this Notary Public, Sate of Florida at Large eI ,:1 Print Name and says that he/she is the owner for the above property mentioned. rte, day of / PABLO A. NAVARRO mil® 4 A ii✓)rero, rry • When the Juvaluatlan of the shucturefcr purpose of ad varern taxation is equal to ar more than $300.0000, and the building bas not o nsbucted with FBC nora 1994 SFBC. Then you waist prude a building application from a General Contractor for the Roof to Wa® commotion Huntcane h Ogaden Revd on 5121/2009 =81111111111111S3111111031 MErIMIINIM F2Egri ,=:1174711111111 MUM 31011M7 AMiai4-Dade My Home Page 1 of 1 My Home Show Me: Properly Information Search By: Select Item s• 1Folio No: Properly, Mailing Address: Summary Details: 9917 N MIAMI AVE ANGEL M DIAZ &W MARIELA 9917 NO MIAMI AVE MIAMI SHORES FL 33150-1748 Property Information: Pon . 59y Z"'''' 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY BedigBathe 32 Floors: 1 Living Unite 1 Adi Sg Footage: 1 511 Lot Size: 9,100 SO FT Year Buitt 1939 550,000/ 944,432 IAMI SHORES SEC 1 IAMDPBIS-70L0T12& 650,000/ Legal S2OFTOFLOT1IBLKS Dee/siphon: LOT SIZE 70.000X 130 OR 13354-2352 0797 1 $25,000/ OR 133542352 0787 00 Assessment Information: Exemption Information: rear: 2011 2010 525,000 $25,000 YES YES < Taxable Value I rmatio : Year. 2011 2010 Applied Appeed TaxingAutholity: ExeZt7V ErOi°W Value: Value: Regional: 950,0001 $48,432 950,000/ 945,007 County: 550,000/ 944,432 $50,000‘ $45,007 650,000/ 00,00+9/ My: 948,432 945,007 $2 5,000/ $25,000/ School Board $71,432 $70,007 Sale information: 'Sale Date: -7/1987 Sale Amount 957,000 Sale 018: Sates cluaiNcaton Description: Sides which are qualified Additional Information: Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non-Ad Valorem Assessments Aerie/ Photography -2009 Video Do I Need Miami-Dade County Approved Windows ...._•:. • - . • .• _ .. - • . • . • : : • - -• -•••• .' I • . • I • Legend 490. Property Boundary Selected Property ed. Street •0.9 Highway Miami-Dade County wider N W e Latest budget fight in Miami - Web --- Miami-Dade County - My Dade a tragic comedy of (5) Neighborhood It you exponent:gimbaled difficulties vdth tite Ptoostly Information application, orwtshb send us your comments, questions or suggestions please entail us st Web Site 02002 Mianl.Cisde County. Alt rights resewed. http://gisims2.miamidade.gov/myhome/propmap.asp 1/9/2012 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, clearly identify dimensions of elevated pressure zones and location of parapets. misammormultimmimommummmummormsommimmimmummumnimmummimmummummilm immommommummummommisimmummummommumursurawnsammillimmommirsommummumm imminummommussimmismammummumnimmiliammusannimmummommummimmumismumm IMINUMMONIUMESNIMMIXIMUMIONWIMMOMMEMInurnsimipMEMMUMMUMMUMMIMUMMamm 1111011.1rnimminninMilimMignimallimmillaussmrnmommiliumurnimmunmummumsmannamm MUMICIIMMONMaluniminimmunnaMilimmsurimmOsmimnommornminipsimmimmillimmirnimparAMOM IUMMIONMINUMMUMWMMIWOMINAMMMUMMIOMMIUMNEMOMMINIMMOMOMMIMINNIMINMEMENE INNWORNIMUSIIMIMMINIMOMMINMEMMMEMNIMUMMIMMIMIMMIUMMIMMEMMESIMISIMMINSEMIMM iniummumminmsim mommussimminmnimmommtrimmusimmommommummummummm i..I.UUU. ilimmillaMMENWASMILVEROMAIMIWzmnirnmitimiSMIGAINImmunummilniNOMMInininallimmimm immannimmlummomumummummilmmiamprommomisommisimmilmomMummalnammomin isommmummisummigswilminlinsmosimmormurimmummommommumamumminimmimmians mornmirminsimmumpsowasomminsimmrn mommiummammummenumummisminsimmum 7 simumummassumantimmummminummummummm, mniniommumumwrimmemmummiumsrmain gamOMMarimmumarnmiammamommusammilmilleirmismamommmommalmommiamommimmummi Inimumm MENINNEWINEMMMIGNIMIWnairIMAiw— KliniminprIMMIMIMUNIMMIMMOOMMOM• I MOWS NUMMUMMINNWONNUMSMOMINKAMOMM UMOMMNIIMInwAMINOMMWOOMMINUMINSOMIUM INAMMISIMOMMNINAMIRMIMISNIUMMUMMUy lrimimumminspzjimammimmumOMMINWOMOMM IIIMMORMOMMMORMERIONOWOMMONONOWNWAWmaimmomMOW,ONWpmminimisniliNNWMORMOM m•uur ImmammomurtzwommummsvismammastrommarwrAmmsmazmnimminimmummumnsisomm mummummarromimmumomminalimmummommurnmummunammnimmimmommemmimmummimm ISMIKMMINIMMUMMICIMMINMOSIMmissimminniMIVAMMINIMUNNWINOIMMIThimmisamannOMONim 11011111MMUNIMICOMMInsinananimmummimmmlig9AMINMIMMORINIRMANIIMOMUMMIXIMMON inummummiliMANNWOMPAIINFAMINOMMOMMIOUIWAIMIUMENIMMIMMINMONNIMIMOMMEE SommUMMIRINMPSOMMEMMICIMAIIMMEMmomninXimmissmommogylummalmilleilMOMUNIONIIMMEM IMIIMUNIMUMNSWINOWAIMINNUMMIMEMMIAMMIMMEMIONIMMAIMMINUMMMIUMMUMMEUMMOINOMI IMMUMMEnnaminimpliCaliONIMMINNOMMIRWAIMMMIMMONMONNIMMOMMOMMINIMminalm linminiplulimin.4111.11111110111111rnifirMINUMMOOmmummirMINIMMEimmillSOMM mummimmarmwtAwmismirwilimOmminclummiummommulmom memillumMINMOMMIUMMIMMIM limmillirlaNilliWAIMOMMS■11.1111111MIONIMMEMOMMI IIIIMMOMMOVIIIIMMONSWISSI mum IllmmilWalmillAWAMMEOUNnalinummilliNUENIMMAIMMIninnimmumnimmilimillinmilimilasilla 110111111VMMIMIAINImaalliMMWMP limmainammirnommmOMMUMMISManall 111MPAIALIskr,ANIMMILIMINNISIMMUMUMMAIIMIMONMUMMIMmornimmillIMMIMMINBOWOMm •M UMMIRAIWOMMW WIMANXIMMONSMOMMINinesmAMMORMIMMINIMMMOMMESEIMIIMMIMM NISI immtlsoOwimmi-1111m111111mlmpm eallMO•MMMOM BIM In It IWlA •I VImmi 11i MN 1 1 AAMINMMOMORSIUNMMNIOMMOMMMIMNIOMKMIUMMMUMMiMMnEsIUXOMIMMMMMIMEINNNOEMUUWNNMIMIMMIIOXNMINMMOMMEMMMOIIMNUMV M M Maim - AsmsailirlIMMUSMOINENIMMOOMMIWINIONSOMMIMWOMMOMMIMmumMINIMMOMIN lams11%-011011WIAINtemmiThrunimumwmprammimumumminsmimmiumpumiummeampumm miximmommuluArniutitimammilmimmunrommumnsammimmiminparrimommimummimmam gum ,l1g1vA1 111 v41121MWOOMMOMMOMMUNOMMICENIMMIMUNIMMN Ilimilsgmlannummum mom AL-la.AILIMMW:11110naniUMMIMMOMMUMammiMMENMINNOWno IMMINIMOMMONNOMMNOM !RPM Ik-mig,AallASNIMIM4A11111111.111.111.11111.11MONWOMMUMUNUMMIMIUMIOMMEMNIMUIRMUMPOOM immillI InilmvAliniNNIIMMUNIMMUNNOmmiliMMINNOMMINMUSIMEMMERMIMMISONIMMIUMMEn UMW lipimIL',AIUMWAIMMIIMMINWOMMIWWWIRMINSWIMMIMMIMMEINIMMOMMINIMMINOMONs immmikluilSOMMAMMIMIMMENMIMAMEXIMMIXIMOMMIMMINNOMMMIMONOINUSIMMWM ommom NrAilallimisammillimenimilmummimmillimilmiliESSONSMEMEMnimminimissainisilimmo tC.■ 3 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information (Atari- “.1 rPeimit No. Processift e_OClitraitori Name e-clY),S C4/ vj kOpe Job Address q 13 Cs' L-! A Ak. 0 0 (/) ROOF CATEGORY Ci Mechanically Fastened Tile *Mortw/Adhesive SIAM D Metal Panel/Shingles 0 Wood Shingles/Shakes Are there 0 Prescriptive BUR-RAS 150 Gas Vent Stec s? YesU N ROOF TYPE Type: Natural LPGXCI ;10 Ot Re-Roofing 0 Recovering 0 Repair 0 Makdenance . ROOF SYSTEM INFORMATION f Area (SF) Steep Sloped Roof Area (SF) Total (SF) I, 6 00 6 o 123_01-48 12/09 PAGE 2 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing/Calculation Documentation 123_01-48 12/09 PAGE 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System), Roof System Manufacturer:, 6-42 l-e �,1-1"1 " �e-/c41 rl— Notice of Acceptance Number: /1/'" Z' ., •-• / ' 45 / Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: —VS; / P2: P3: ` //‘ '-. Maximum Design Pressure (From the NOA Specific System): -" S-- Method of tile attachment: , �� 6 P�dC y - c Steep Sloped Roof System Description Deck Type: e .ox ?1-,Y 'mod ype Underlayment: I nsulatlon: /932 Aste-1 477%4-0 Fire Barrier: Ridge Ventilation? astener Type & Spacing: dhesive Type: d� Mean Roof Height: �7 *,SS C -57tsfeAs501. Yin Cap Sheet: 9011 , /yilti7 oof Covert g: a//ode /O, Mi6 -trl Type & Size Drip ?O /0 N 1111/4,e 15014 r 114 z= 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 tile systems, choose either Method 1 or 2. Compared the values for Mrwith the values from M1. If the Mf values are greater than or equal to the Mr valves, for each area of the roof; then the tile attachment method is acceptable. _j Method 1 " ome Based Tile Calculations Per RAS 127" (p' - 1 Z m r MVO., = t` NOA M�' °tp'2R'e. )- Mg:o..S_ =i 15 6 - NOA Mr 34�b. z�GL��Z_ 2.' -Mg: ®M� ?° NOAMt Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA bfr Mr Required Moment Resistance* Mean Roof Height — Roof Slope X12 15' 34.4 20' 36.5 25' 382 30' 39.7 40' 422 3:12 4:12 322 30A 34A 5:12 28A 6:12 A 322 36.0 33.8 37.4 35.1 39.8 37.3 30.1 31.6 32.8 34.9 28.0 29A 30.5 32A 7:12 244 25.9 27.1 282 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' witch the values for F,. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tice Calculations Per RAS 127" (Pl• zl: = z w:= ) –W: z cos 0: = Fr{ NOA F' (P2 : z 1: = z w: = ) – W: z cos 0 = Fes: NOA F' (P3: zl: = z w•= ) –W: cos 0: = F,3: NOAF' Where to Obtain Information Description Symbol Where to find Design Pressure Pl orP2 orP3 RAS 127 Table 1 orbyan engineering analysis prepared by PE based onASCE 7 Mean Roof Haight Roof Slue H 8 Job Site Job Bite Aerodynamic M R NOA Restoring Moment due to Gravity M2 NOA Attaeboreot Resistants Mf NOA Required Moment Resistance Calculated Mili0111111MaCignent Resistance F NOA Requhed Uplift Resistance Calculated Average Tile Weight Dimes W NOA 1= length w= width NOA All calculations must be submitted to the Building Official at the time ofpmgit application. 123_01 -48 12/09 PAGE 5 SECTION R4401,13 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 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. A /4 i) Aesthetics-Workmanshlp: the workmanship provisions of Section R4402 are for the purpose 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. 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. if Mt) Rending wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). ))s) Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. /MO Exposed CeOlmg: 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 appearance. 5. — dam% 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. 4 /h 0 Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded 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. lw 7. P) 0 Ventlla Ion: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building Itself). The existing amount of attic vent ation shall not be red « ' It ma„ be beneficial to consider additional venting which can result in extending the service life of the 3. r /Agents ature Date Revised on 7/9/2009 LD BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 3132590 F (786) 315 -2599 www.nniamidad rEtlYibuUdhiat SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by NFiami -Dade County BNC - Product Control Section 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 Section (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. BNC reserves the right to revoke this acceptance, if it is domed by Miami -Dade County Product Control Section 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 uding 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 Approval, unless otherwise noted heroin. 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 atthe job site at the request of the Building Official. This renews NOA #06- 0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:11 - 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cam= Sub Category: Material: Roofing Roofing Tiles Concrete • 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by AREVEfig Dimensions Malibu Concrete Tile 1= 17" w =12'h" W' thick Trim Pieces 1= varies w = varies varying thickness Test SPdioEt TAS 112 Product nfiralkil Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.:11- 0321.01 Expiration Date: 10/05/106 Approval Data: 05/12n1 Page 2of1 2.1 EVIDENCE SUBMIrrED: TestAneacv PRI Construction Materials Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. L "PPROVED1 Test Identifer PRI06178 7161 -03 Appendix III 7161 -03 Appendix II P0402 94 -060B 94-084 P063I -0I Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25 -7094-7 25-7094-4 Project No. 307025 Test #MDC -76 25- 7183 -1 25-7183-2 Test NamelRenort TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)Q Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik Drive Screws, Battens) 08/23/06 Dec. 1991 Dec.1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 Oct. I994 Oct 1994 Oct. 1994 Oct. I994 Feb. 1995 Feb. 1995 NOA No.:11- 0321.01 Expiration Date: 10105/16 Approval Date: 05/12/11 Page 3 of 7 The Center for Applied 25- 7214 -2 Engineering, Inc. 25- 7214 -6 Celotex Corporation 528454 -2 -1 Testing Services 520109 -2 Walker Engineering, Inc. Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Walker Engineering, Inc. Walker Engineering, Iric. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Calculations Walker Engineering, Inc. Calculations 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Lalx Tory 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. Static Uplift Testing March, 1995 TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quilt-Drive Screw, Battens) Static Uplift Testing TAS 101 Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25-7804-4 & 5 25- 7848 -6 Aerodynamic Multiplier Restoring Moment Due to Gravity Sep. 1998 Dec. 1998 Apri11999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 PRO` /ED 1 NOA No. :i1- 0321.01 Expiration Date: 10/05/16 Approval Data 05/12/11 Page 4 of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (ix w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Malibu The 9.6 1.417 1.04 Table 3: R estoring Moments due to Gravity - Ma (ft Ibf) Tile Profile Table 2: Aerodynamic Multipliers -74. ft3) 5":12" Tile Profile T':12" or greater ) (ft) Batten Application 0.305 7l (fl"1 Direct /Dfc Appikrtion 0282 jj Malibu Tile t Deck ttens Table 3: R estoring Moments due to Gravity - Ma (ft Ibf) Tile Profile 3 ":12" 4 ":12" 5":12" 6":12" T':12" or greater Malibu Tile Battens Direct , Deck Battens t Deck ttens Direct Deck. Battens Direct Deck Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 4: Attachment Resnce Expressed as a Moment - Mf (ft-Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Malibu 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 26.8 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 Strew 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 Smog or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Rin, Shank Nails' 43.0 67.5 50.9 1 Installation with a 411 tile headlap and fastemers are located a min. of 214" from head of die. NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05112/11 Page 5of7 Table 5: Attachment Resistance Expressed as a Moment Mr (ft-fbf) for Two Patty Adhesive Set Systems Tile Profile • Tile Application Minimum Attachment Resistance Malibu Tile Adhesive 26.14 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TfleBond Average weight per patty 11.4 grams. -- Po lyfaem Prod ucl. Inc. Average weight per patty S grams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance ' 4("11.1544.' 5.5 Malibu Tile Polyfoam PolyPro7m P • o= n1 PoIyProTM 4 - — • . acement of • • rams of Po - ro TM'. 4 Medium paddy placement of 24grams of PoIYPrOTM. 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'. EAGLE • FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 7 Table 7: Attachment Resistance Expressed as a Moment - M,(ft-ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Malibu 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'. EAGLE • FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 7 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE APPPGV[D! NOA No.:11- 0321.01 Expiration Date: 10105/16 Approval Date: 05/12/11 Page 7 of 7 MIAMI•D14©E COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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.miamidade.aov/buildingt SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section 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 Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Polypro® A11160 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 renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation 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 COMPONENT APPROVAL: Category: Sub Category: Materials:. Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polyproo AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polypro'? AH160 Foampro0 RTF1000 ProPack® 30 & 100 Dimensions Test Specifications N/A TAS 101 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0 % Volume Change @158 °F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. M1AMFDADE COUNTY APPRQVED NOA No.: 11 -0124.94 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied Engineering #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 Miles Laboratories NB -589 -631 Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celatex Corp. Testing Services 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Renort Date TAS 101 04/08/94 TAS 101 12/16/96 SSTD 11 -93 10/25/95 SSTD 11 -93 11/02/95 SSTD 11 -93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 TAS 114 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro 3. 4. Roof Tile manufactures acquiring acceptance for AH160 shall solely be used with flat, low, & high tile profiles. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. their tile assemblies shall test in accordance with 5. Roof Tile manufactures acquiring acceptance for their tile assemblies shall test in accordance with F'— MS (F2 —W the use of Polypro® AH 160 roof tile adhesive with TAS 101. the use of HANDI -STICK roof tile adhesive with TAS 101 with section 10.4 as modified herein. NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® A11160 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 Foamproim 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 ®AHI60 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AHI 60 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro( AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11- 0124.04 Expiration Date: 05 /10 /12 Approval Date: 04/14/11 Page 4 of7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement Undadayment Paddy Month Tie) 10 In. Bra emu Ease Closure Fascia Elva course only: Keep adhesive approx, 4 ht. up from weepholes Have cone only: ff�pa eepprox.4in up weephol 1) Piece enough adhesive to achieve 17 to 23 steep Optional 2x4's tor square inches In contact with the pan tie steep P +aPPgat�ne 2iT 1 mpou ide dgeof raerUIo. Peln Then install the tlte. Underiaymant 1 Nall through plastic cement Rem top porllon of thence courae cover We. Abut tosaond nurse al Viand r l�ore�oi flush atnave lino Ease closure Weephale Facia (mortar ) Sheathing Optional Pointim Rodin oalih� s al *Pi NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plate cement 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) S in x3 in. Single paddy on under layment Single paddy under tile St paddy on Eave course in. X 7 in. medium size paddy eave Fascia course only Nall through plastic cement Nail through plastic cement Underlayment Single paddy under tile Single paddy between tile 2 In. x 7 In. medium size paddy save course only �e�''.In.x 3 In. Single 4 fn. paddy on under - Iayment Single paddy \` on top of tile Eave Course Fascia Weephole Eave closure Drip edge Single paddy between tile P-ehin.x 3 In. Single paddy on underlaymant Single paddy on top of the Faye Course Eave Closure 21n. x 7 In. medium abe paddy save course only Fascia END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04114/11 Page 7 of 7