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RF-10-1262
V)1 BUILDING Permit No. t PERMIT APPLICATION Master Permit No FRC 20 Permit Type :, BUILDING ROOFING Owner's Name (Fee Simple Titleholder) J !/ A Q/ 4M IN v IV LL4houe # 3) 7 q - / 4 " Owner's Address 1 g r P 44°1 City. 14[a tul 1 S ,'io eS state F • zip 331S o Tenant/Lessee Name Phone ## Email Job Address (where the work is being done . City Miami Shores Village County Miami -Dade Zip . 33 1 c� FOLIO / FAROEI # 1 ,.1 - 3:1 o 1 - 00- —00 9 Is Building Historically Designated YES NO . X Flood Zone, Contractor's Company Name R eSS 7 ° W0Wy25 e ASS G "C- • Phone # / "' cf6. Con ctor's Address 7a /l . $C ` ? "- City; H1 A-rY) i Stott F/ zip 3:3 /9 C t !� - � � � Qualifier 1't`fame /�i`) � ,' Phone # 7J) •5/ / ., State :Certificate ter :Re. Registration No: C / ee . � � .:. 19- 70c,./.3 Certificate of Competency N3 Contact Phone 7g4f'') let... E 3uail Architect/Engmeer's Name (if applicable) A Phone # Value of Work For this 1'ernctt $ . 9/ ' 900 . • Square / Linear' Footage Of Work:. 1 R-GW S / * Type of Work: DAddition []Alteration . ONew [j RepairlReplaee 0 Demolition l .1£ Describe Work: ' � ':., ° P.t , 5 1 c- 1 ivy j BY- * ** ear * *, *** * * * * * * * * * * * *** *** * ** ****F **** * * * ** * * *** * * *. * ** Subn,ittal Fee $ `l Jl J Permit Fee $ CCF $ CO /Cc $ Notary $ Training/Education Fee $ Technology Fee $, Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review; $ - • Total Fee Now Due $ . 3 . , t�Y • See Reverse side -4 V iam.i 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: (3O5 762;4949 Bonding Company's Name (if applicable) ae Bonding Company's Address City NOTARY PUBLIC, State Zip Mortgage Lender's lime (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 pnor 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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all laws regulating construction and zoning. APPROVED BY (Revised 07/1 0/07)(R evised 06/10/2009). AMBER CORDOBA MY•COMMISSION # DD 852839 EXPiREs Jamie* -20; 2013 * *************** ** * * * * ** ** * * * * * * ** * ** * * * ** * * * ** ***********1 *A.* ** 0 Plans Examiner Zoning Engineer Clerk`: heiked "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. re FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance Of building permit with an estimated value exceeding $2500, the applicant mus 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 ;1 for the first inspection which occurs seven (7) days ztfter the building permit is issued. in the absence of such posted notice, the 1 " inspection will not be approved and a reinspection fee will be charged.. --- Signature Owner or Agent , actor The foregoing instrument was acknowledged before me this J _ The foregoing instrument was acknowledged before me this b. )--- . . day of , 20 la, by ' /1 , day of . ,:20 le, by . 6 ' 140 `` ./e/--, who iss p rson y known to me or who has produced L • J)r . who is ersonally known to me or who has produced 64 a As identification and who did take an oath. as identification and who did take an oath. ' tPrf PIN *memm CORDOBA NOTARY PUBLIC: ' # OD852839 IRS January 20, 201 :i , n9 , � WIRES. b+Maeo TIuu Budget Notary Servic --%:- : --29 L - S Inspection Number: INSP - 148262 Scheduled Inspection Date: October 08, 2010 Inspector: Bruhn, Norman Owner: Job Address: 118 NW 97 Street Project: <NONE> October 07, 2010 Miami Shores, FL 33150- Contractor: PRESTIGE ROOFING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RE ROOF TILE & FLAT ROOF WRONG OWNER SIGNED ON THE PERMIT APPLICATION. TALKED TO THE OWNER OF RECORD AND HE HAS NEVER APPROVED THE JOB, THE HOUSE DOESN'T NEED A ROOF WORK. PERMIT ON HOLD UNTIL THIS ISSUE IS SOLVED. NO INSPECTION SHALL BE SCHEDULED. 7/29/30 OWNER REP SUBMITTED LETTER WITH LIST OF BEMA REAL ESTATE INVESTMENTS REPS WE "sir' Comments COMMUNICATE WITH. PER = OLD UNTIL OWNER BRIffiaRSOOF OF SNER SHIP. 30/2010 o f c � - c - - DOF OF OWNERSHIP Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. %fink on viola vilm bat-, via bm wad t For Inspections please call: (305)762 -4949 Permit Number: RF -7 -10 -1262 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number - Parcel Parcel Number 1131010250070 Phone: 305 -835 -7663 Page 6 of 19 CIVIL ENGINEER October 5, 2010 Prestige Roofing Miami, Florida Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305-823-8008 Fax: 305-823-3300 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 118 Northwest 97 Street Miami, Florida Dear Sirs; Information provided by client: Permit Number: Not Provided Date Completion: September 28, 2010 Roofing Contractor: Prestige Roofing Project Number: 10 -1015 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type oftile used for this project was reported to be Eagle Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation hamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 118 Northwest 97 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 10 -1015 — Page 2 of 7 Report of TILE UPLIFT TEST for Residential Home 118 Northwest 97 Street Miami, Florida Project Number: 10 -1015 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 10 -1015 — Page 3 of 7 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 10 -1015 — Page 4 of 7 Number 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number -10 -1015 — Page 5 of 7 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 10 -1015 — Page 6 of 7 108 109 35 35 Pass Pass Reileh Engineering Corporation -- Project Number - 10 -1015 — Page 7 of 7 98 9 16 15 14 9 10 109 108 11 96 29 23 24 18 19 O f;I172 CAP 1E51' LOCATION 61 101 62 109 106 69 21 28 48' 92 102 105 64 10 90 65 91 104 66 41 83 82 88 42 89 18 100 1 55 39 36 12 80 69 51 50 49 15 14 10 41 16 69 n 68 53 46 43 44 49 I0 -1015 45' APPROX. ROOF 1t5T LOCATIONS ANI7 19IMeN510N5 To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 ge ,2 Nto 97 Re: Owner's Name: Property Address: Roofing Permit Number. /'2 F ° 7 10 /...)- Z Dear Building cial: I 6e 1 412 certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signatur Revised on 5/21/2009 f/46, Print Name M iami Shores Village Building Department SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. 10050 N.E.2nd 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 553.844 F.S. Date: l lg State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /sh - is the owner for the above property mentioned. Swom to and subscribed before me this °l • . Notary Public, Sate of Florida at Large 4 1.1i • When the just valuation of the structure for , ; , f , 4 of ad val, taxation is equal to or more than $300, 000.00, and the truildlng was not constructed with FBC nor a 1994 License #; On or about 91$ ) , I did personally inspect the roof deck nailing and (Date & time) �} A !,, _ Secondary water barrier work at (� hi) % S� l �'l r a . ,� f'IGIV�S �- - 33 /- (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit (Based on F.S) Signature State of Florida County of Dade: IYI iami Shores Viiiage Building Department RE: Permit # R -7 - J O -12(0Z DATE: gig /b INSPECTION AFFIDAVIT 01 Gala licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector CCC 13270 a3 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 The undersigned, being the first duly swom, deposes and says that o hhl hhe is the contractor for the above property a AMBEF1 ; � • * MY COMMISSION # DD 852839 EXPIRES: January 20, 2013 Y 41 toe Banded Sd1fit!! mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large *General, Building, Residential, or Roofing Contractors or any individual certified under 488 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each Inspection Revised on 5/21/2009 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERM NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. 1 /" 3/1),- 0,25- 007'O THE UNDERSIGNED hereby: gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal descrig 'qn of • roperty and street/address: K r ii L,/ 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder 4. Contractor's name, address and phone number. 71313(1)(b) Florida Statutes By /l 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: OW N s Ti a hill A/A- Signature ) of Owner( ) or Owner(s)' Authorized Officer/Director/Partner/Manager By - By Print Name L Ar ./. A Print Name Title/Office F 4 Rev? Es i v theijrrtle /Office STATE OF FLORI 0A COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this " day of By ❑ Individually, or ❑ as for L Personally known, or 1D produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I decl 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 ^- - - -- - - ' s)'s Authorized Offs - Di . W/6 v 19Amdi9 PAO 11/(17 By 1111111 I I II 1 1111101111111111111111111111111 .1 (.74 2401OR 50494 -6 OR Bk 27367 Ps 2203► (11s ) RECORDED 07/2812010 11:35 :40 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTYf FLORIDA LAST PAGE Space above reserved for use of recording office ores 7. Persons within the State of Florida designated by Owner upon whom notices or other documents. may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number /Lll9 TZ- 8. In addition to himself, Owners: designates the following person(s) to receive a copy of the Lienor's Noti «: as provided in Section 1// j . / Zf 12 g /2 1441;1.1 r t 731 4-6 Name, address and phone number. PF OSTG G r3 fr�i'J 4)L �a / c c) A f # b it//4 • l= 33 / cC 9. Expiration date of this Notice of Commencement: Y i (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 71113. 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. EXPIRES: Jaunty 20, 2013 ilmiedThrofirapt War Mon u 4 00 CO can c o ■14 oft Wa Wen (it STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY theNhis Is copy of the original f fa ,; ; on dsy 01 ,AD20(O el Se al. u • an � Coa)nfy- / ©Yr D.C. ACORD CERTIFICATE OF LIABILITY INSURANCE • w I 7-21 -1 0 - -1 • _. `a. GENERAL LIABILITY PRODUCER Florida Insurance Agency • Of . Miami P 0 Box 441340 • Miami F1 - . 33144 . THIS CERTIFICATE IS ISSUED AS A MATTER OF INFOR IIIA11Ol ONLY .AND CONFERS -NO RIGHTS -UPON THE CERTIFICATE HOLDER. 11-115 CERTIFICATE DOES NOT AMEND EXTEND OR . I ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Prestige Roofing Associates "Inc 721 6 SW 8 st #6 Miami Fl 33144 I SSSURERA: Catlin Spec Co X INS E: DAAGE TO RENTED SOURER C: ' 1 CLAIMSM4DE C OCCUR INwszERm INSURER E: person) PERSONfL3A7VtlJl}RV • THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO T'FE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TD WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HER-3N IS SUBJ ECT TO ALL THE TERMS, EXCLUSIONS AND CONDMONS OF SUCH POUCIES. AGGREGATE: UMITS SHOWN NAY HAVE BEEN REDUCED•aYPAID CLANS. 1N5R A • -1 • _. `a. GENERAL LIABILITY .. POLICY NUMBER - • -2•• 10 POLICY EFFECTIVE L:. , . tell POLICY EXPIRATION a t W 1 -10 -11 DIMS EACH OC�JRRENCE $ 300 000 5 C X cON.MERCSAL GENERAL LIABILITY DAAGE TO RENTED 1 CLAIMSM4DE C OCCUR MENSES IEe oecwenoeS 0 _ 000 NM ESP (Any one S person) PERSONfL3A7VtlJl}RV 5.000 s 3�'0 _ OOC 5 6 0 0 0 0 $ . - -4666 1 -10 -10 GENERAL AGGREGATE GEM. AG:,R =GA, ►� Orr UU I AAPE5 LPIM, = LOC T -COM PEG 3C0 ALTTOMOSILE LIABILITY . ANY ALTO ... - - . .. • CONCERNED SINGL.ELLdtr • $ ALL OWNED ALrrOS CS S JLEAUTOSS AUTOS NON•OWNE) AUTOS • - • BODILY (Per Paten) 5 • - BOIItYIWURY (Per =Went) S PROPERTY De1MAGE . 4 S • GARAGELJABEJY R ANY AUTO - ' AUTO ON Y- !AACCIDENT 5 EAA.� 5 AUTO ONLY: AGG 5 • EXCESSNMBRE OCC4.1R . E CLAIMS MADE H DEDUCTIBLE RETENTION 5 • EACFlOCCURRENCE 5 AG GATE $ 5 S 5 • WORKERS COMAE/MA N AND EMPLOYERS' _ ANY PROPRETOTVPARTNERAEXECUTIVE OFFC Th*5h EA EXCLUDED? M yas, Nesuebe� SPECIAL PROVISIONS bob.. . • . - 1TORY IMITA 1 I °_P , i ' EL EACH ACCIDENT 15 19Y$'31 E.L, DISEASE -EA MP 'S . EL DISEASE- POLICY LBST 5 OTHER • DESCRIPTION OF DPERAT1ONS 1 LOCATIONS ! VEHICLES !EXCLUSIONS ADDED BY ENDDRSEIAENT 'SPECIAL PROVISIONS Jul 21 10 01:52p Florida Insurance CERTIFICATE HOLDER City Of Miami Shores 10050 NE 2 ave Miami Shores P1 33138 I ACO RD 25 (2001108) CANCELLATION 3054451335 p.1 SHOULD ANY OF THEABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION PATE THEREOF, THE ISSUERS INSURER WILL ENDEAVOR TD MU. 3.0— DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, r, BUT FAILURE TD DO 50 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF. ANY BIND UPON THE INSURER, ITS AGENT$ OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Tony Zoghbi F @ AC. - r COR T1ON 198$ ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form, Spot ➢nn A (General information) Master Permit No. process No. Contractor's Name Pig &s f,j 9o0 ,' j O C Job Address //g Nu.) 9 ?-- ._.)7' ° l A t iieS, FT Low Slope ❑ Asphaltic Shingles ❑ New Roof eroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) „2.00 ❑ Mechanically Fastened Tile `<Mortar/Adheslve Set Tile ❑ Metal Panel /Shingles ❑ Wood ShingleslShakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE Steep Sloped Roof Area (SF) ❑ Repair ❑ Maintenance / 0 Ser_tinn B (Ronf Plan) Sketch Roof Plan: 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. 2 mum= li Air 11 �' : • • .: : tLJ* . C1I_ IIINCIIIIM 111111111EMMAIMIffiliallIONFIVE111111,1171111 • ▪ .. vp. • FLi fi X / 2 o.gQF Me 77/ TAov ,L ' fi /I il if it = ®X tO = aoo= 362 ,r7 lipagEW3111 ,141E 1 2 201A si BY: ...K �--� Total (SF) /l go O5 .4 • oec C ritAr-4E-DA 4 44444 , 4 ,, 'IVIfiathitrage County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form .rs .0.;” Section C page (Low Slope Roof Systems) i-V1 the specific roof - assembly components. ifs component Is fist rewired insert not applicable (nia) in the text box. P.00F SYSTEM MANUFACTURER: Product Approval (NOA):1 System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations:, (P1) Field: (P2) Perimeters: (P3) Comers: Anchor Sheet: 49.2 Support Spacing: Altemate Deck Type: Existing Root Fire Barrier: Vapor Barrier: psf 182.6 psf psf GAF Materials 1E Maximum Design Presstire From NOA: E52.51 psf. Roof Slope: F : 12 Roof Mean Height: .. j It. Parapet Walls: 0 No 0 Yes Parapet wall Height: Deck Type: " —5 / 8 " Plywood 1 1 Insulation Top Layer Size & Thickness: Base Sheet(s) & No. of Ply(s): " o/c Anchor Sheet Fastener / Bonding Material: 75# gafglas ' . . Base Sheet Fastener / Bonding Material: • Insulation-Base Layer Size & Thickness: insulatiori Layer Fastener / Bonding Material: • Insulation Top Layer Fastener / Bonding Material: 7 .11•••••••••,1V•Innern.,71,..... 7 7.7,1114•••■••M••■••.9.1.0,1!.......111••••■ [1-1/4 RS Gni! Nails 1-518" Tincaps Ply Sheet(s) & No. of Ply(s): 12 Plies GAF Ply 4 F Ply Sheet Fastener / Bonding Material: f type 4 asphalt ft. Top Ply: GAF Mineral SurfaceriCap Sheet Top Ply Fastening / Bonding Material: type 4 asphalt Surfacing: . ' 1 SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single Ply Sheet Vtfidth: No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: o FASTENER SPACING FOR BASESHEET ATTACHMENT o SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter 3. Comer cm ermi —# — 10 - 0-69 2 1111 " o/c @ Laps & a " @ Laps & " ofc @ Laps & WOOD NAILER TYPE AND SIZZ: Wood Nailer Fastener Type and Spacing: EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: Coping Material: Coping Size: Hook Strip Si —3" face 26 ga.— Parapet Coping Metal Attachment: 1/2 Sheet Width: rows rows 1 "olo " o/c oft NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 17 2. Perimeter 3. Comer n Insulation Fastener Type : 1 —Galvanized Metal— Hook Strip Size: SELECT EDGE METAL HOOK STRIP SIZE— Edge Metal Attachment: 1-1/4 RS coil nails I —SELECT PARAPET WALL COPING MATERIAL— 1 Li —SELECT COPING METAL SIZE OR THICKNESS- -SELECT COPING METAL HOOK STRIP SIZE— . . ... . ---- -- -1 •C / i lt Y 141/1 5 Signature Revised on 6/2112009 M iami Shores Village Building Department 10050 N.E.2nd 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 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: - 7 0117-2- Property Address: 119 N u) cr S.JY-et Roofing Permit Number. F— 7— 1 1D-Ca a- Dear Building Official. I "Be 1-1- IJ Date: 7 lq / certify that I am not required to retrofit the roof to wall connections of my building because: X The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Mi,41 �1 M 0 1 ' e rl ' `1,u, Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this ` day of� / D Notary Public, Sate of Florida at Larg • When the just valuation of the structure for and the building not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the oof Hurricane Mitigation. T Roof System MIAMI'DADE 3Y "Delivering Excellence Every Day" Roof System Manufacturer Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, if Applicable (from.RAS 127 or Calculations): Maximum Design Wind Pressures, (From the NOA Specific system): I - 45 - 5 I psf Fall in the specific roof assembly components. if a component is not required, insert not applicable (n/a) in the text box. Roof Slope: Roof Mean Height ) EAGLE ROOFING PRODUCT "/12" Method of The Attachment 1 Medium Paddy Polyfoam Polypro— Alternate Method of Tile Attachment per NOA: IN/A Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: cloak Strip/Cleat gauge or weight I —3" face 24 ga.— 1—Galvanized Metal— I 1 -1/4 RS NAIL 4 "0C •• ••• • EAGLE MALIBU CONCRETE TILE • • • ft. Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System 106-0526.09 P1: • P 2: I — s e S ' r —•.. 78.6 P 3: • • •• • • • • • • • Deck Type: • ••• • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • •• • ••• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • •• • • • • • • • • Optional Insulation: Basesheet Type: Tile Profile: 1 Plywood Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment I ASTM D226 FELT 30# Fastener Type for Basesheet Attachment 11 -1/4 RS NAIL 6°0C@ LAP 12"OC @FIELD Tile Underlayment (Cap Sheet) Type: I POLYGLASS TU PLUS Tile Underlayment Attachment Method: I SELF ADHESIVE MEMBRANE Description Where to Find Symbol 1 Design Pressure P1 or P2 or P3 ! Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. il Mean Roof Height H Job Site Roof Slope 8 Job Site { Aerodynamic Multiplier A, Product Approval (NOA) i 4 Restoring Moment due to Gravity Mg Product Approval (NOA) d Attachment Resistance Mf Product Approval (NOA) 2 Required Moment Resistance Mr Calculated Minimum Attachment Resistance 1 F • • ... • • • • • •'Product Approval (NOA) i • Required Uplift Re Fr • • •—• • • • • Calculated • x– �- • -- – - -- -- – Average Tile Weight - - -- - — W • -•__• - 0 Product Approval (NOA) il Tile Dimensions w ' • • •' • : • • • : • • 4 ,2, rrgdud Approval (NOA) • • • • • • • S otio&E 2 "Delivering Excellence Every Day" P1: P2: P3: x 1: x 1: x 1: I Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P1: P 2: P 3: I I 1 I [-78.6 I 1 -116.2 x w: x w: x w: x � x ?. xA, I I!0.282 I 0.282 1 I 12.72 122.16 - W: - W: - W: • • • • • - Mg: -Mg: -Mg: 1 6.54 I 1 6.54 I Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare 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 roof, then the tile attachment method is acceptable. ••• • 1 I = Mrl: = Mr2: = Mr3: • •• • • • • • • • .•• • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • . • •• • • .• • • • • 115.62 15 x cos 0: x cos 0: x cos 0: Where to Obtain Information to complete tie calculations • -45.5 1 = Fr1: = Fr2: = Fr3: NOA Mf NOA Mf NOA Mf 1 I 1 I 1 NOA F NOA F NOA F ______ d, ® RF -to- 12_67_ ! ami Shires \IIWaa= ARP'?OvED BY DATE ZONING DEPT 02.13 D.,er; „3 - 1,• •, • - :•• IONSEcT i0 CCMPI_IANCE WITH ALL FEDERAL �'F �Y L_pp. UATIO to l NS rho t o nw S r 114iittf/ AS� VN USL1r N SECTION R HIGH VELOCITY HURRICANE ZONES - REQUIRE CONSIDERA R4402.13.1 Scope. As it pertains to the section, it is the res with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. g # Aesthetics- Workmanship: 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. 2. Ai( Renailing 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). 3. A 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. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 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. .6/ 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. Ventilation: Most roof strturel stiegldhe:►resame ability to vent natural airflow through the interior f the structure assemb1/4(the itSee). Nt existing amount of attic ventilation shall not be reduced. It may be beneficial to.Gdnsiclet dtkitio ven c result in extending the service life of the roof. Owner / gent's ignature Dats •: : tGr • • :; • i3ontr Signature Date Revised on 7/9/2009 LD ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • •• •• 0 0 0 • • • . • • MIAM _DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Malibu Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Ti era. .• • • ••• • .•• • • • • • • • • • • • • • • • • • • • • •• •• • ••• • • • • • • • • • •• • • • •• • • • • • . • • • • • • • • • ••• • ••• • • • • • •• . • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • • .• •• • •• MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BURRING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cateeorv: Sub- Cate2orv: Material: 1. SCOPE This approves a system using Burlingame Industries 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 Applicant Malibu Concrete Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency PRI Construction Materials Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Roofing 07320 Roofing Tiles Concrete Test Dimensions Specifications Mons 1 =17" TAS 112 w =12' " 1" thick 1= varies w = varies varying thickness Test Identifier PRI06178 7161 -03 Appendix HE 7161 -03 Appendix II PO402 94 -060B 94-084 •• ••• • • • P06 Y0: . • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• 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) Sjatk Testing • 114S:01 (Mortar Set) end 'bnnel Testing TAS 108 (Mortar Set) • . • • • • • Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. • ••• • • • • • • • • • • • • • • • • • • • • • • • •• ••• • ••• • • • • • • •• • • • • • 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. Test Name/Report TAS 112 ••• • • • • • • • • • • • • • •• •• ••• • • Product Descriptio Date 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 06-0526.09 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 2 of 7 Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier Letter Dated Aug. 1, 1994 224 -47099 25-7094-1 25- 7094 -7 25 -7094 -4 Project No. 307025 Test #MDC -760 25- 7183 -1 25- 7183 -2 25 -7214-2 25- 7214 -6 528454-2 -1 520109 -2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calcidetidifs: • Y • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • ••• ••• • • • • • • • • • • • • • •• •• Test NamefRenort Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)❑ 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 Qnik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -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 Reston Moment Due to Gravity • • • • ••• • • • • • • • • •• ••• • • • • • • • • • • • • • • • • •• • • ••• • ••• • • • • ••• • • • • • • • • • •• •• • • Date Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 3 of 7 Table 3: Restoring Moments due to Gravity - M (ft Ibf) Tile Profile 3 °:12° 4 °:12° 5 °:12° 6 °:12° 7 °:12° or greater Malibu Tile Battens Direct Deck Battens Direct Deck Battens 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 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -i (ft) Width -w (ft) Malibu Tile 9.5 1.417 1.04 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 shall be performed in accordance with TAS 106. 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 30190 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 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 •• ••• • • • • • •• • • • • • • • • • •• .Y• •. • • • •• • • • • • • • • • • NOA No.: 06 0526.09 • • • • • • • • • • • Ex Date: 10/05/11 • • • • • • • • • • • • • • • • • • • • • • • • • • Approval Date: 10 /05/06 • • ••• • Page 4 of 7 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• 01 • • • ••• • • • ••• • • • • • • • • • •• •• • • Table 2: Aerodynamic Multipliers - X ft Tile Profile A, (ft A ( ) Batten Application Direct Deck Application Malibu Tile 0.305 0.282 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 shall be performed in accordance with TAS 106. 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 30190 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 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 •• ••• • • • • • •• • • • • • • • • • •• .Y• •. • • • •• • • • • • • • • • • NOA No.: 06 0526.09 • • • • • • • • • • • Ex Date: 10/05/11 • • • • • • • • • • • • • • • • • • • • • • • • • • Approval Date: 10 /05/06 • • ••• • Page 4 of 7 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• 01 • • • ••• • • • ••• • • • • • • • • • •• •• • • Table 4: Attachment Resistance Expressed as a Moment - Mt (ft Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" 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 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 Installation with a 4° tile headlap and fasteners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mt (ft $bf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesive 26.1' 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 5A: Attachment Resistance Expressed as a Moment - Mt (ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoam PolyProm' 86.61 Polyfoam PolyProTm 45.5 4 Large paddy placement of 54grams of PolyProm'. 5 Medium paddy placement of 24grams of PolyPrem. •• ••• • • • • • •• • • • • • • • ••• •• • • • • • • ••• • ••• • • • NOANo.:06- 0526.09 • • • • • • • • • • • • • • • E xpiration Date: 10/05/11 • • • • • • • • • • • • • • • Approval Date: 10/05/06 • • • ••• • ••• Page 5 of 7 ••• • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • 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 ". EAGL��" FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (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. •• ••• • • • • • • • • • • • • • • • • •• •• • • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • ••• • •• • 008 • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • •• •• • • • •• • • NOA No.: 06- 0526.09 Expiration Date: 10105111 Approval Date: 10/05106 Page 6 of 7 Table 5B: Attachment Resistance Expressed as a Moment - Ilk (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 ". EAGL��" FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (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. •• ••• • • • • • • • • • • • • • • • • •• •• • • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • ••• • •• • 008 • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • •• •• • • • •• • • NOA No.: 06- 0526.09 Expiration Date: 10105111 Approval Date: 10/05106 Page 6 of 7 NAR. FKILJE 17 'E` PROFILE DRAWING deree MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE ..... .. • • • .. • • • • • • • • • .. ... .. • • • .. • ... • ... • • • • • • • • • • • • • • ▪ • • • • • • .. • .. • • • • • ... • ... • ... • • • • ... • • • • • • • • • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • ... • • 12W NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10/05/06 Page 7 of 7 � 1.AM 13 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 desdribed 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 shalt bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. • •. This NOA renews and revises NOR No. 43-Q.5 . i1sts of pages 1 throygh 19. The submitted documentation was ss' iewa'd $y 7or Ili A'cebd • • .. • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • • • • • • • • . .. • • • • • • • • • • • • • • • . • •. • • • . • • . •• • • • • • •• • • • �, " NOA No.: 07- 1219.09 • • Expiration Date: 11104/13 • • • • Approval Date: 03/20/08 • Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Dimensions Specification Leak Buster"' Matrix"' 3, 5, 55 gallons ASTM D 41 307 Premium Asphalt Primer GAF Mineral ShieldTM 60 & 100 lb. bags ASTM D 1863 Granules Leak Buster"' Matrix"' 305 Fibered Asphalt Emulsion Leak Buster"' Matrix"' 303 Premium Fibered Aluminum Roof Coating LeakBusterTM JfljxTM • 322 Elastomeric Roof Coating LeakBusterTM Matrix"' Select Asphalt Emulsion Fibered 306 Leak Buster"' Matrix"' 204 Wet/Dry Roof Cement RUBEROID Modified Bitumen Flashing Cement LeakBusterTT Matrix"' 201 Premium SBS Flashing Cement GAFGLAS #75 Roofing BUR Wood -75 psf 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons • Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield"' Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D-3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1.t8tet): 4S'D 46Q1 . Asphalt impregnated and coated glass mat wide. • • base sheet. I. •.• •• • • • .. • .•• • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. NOA No.: 07- 1219.09 Expiration Date: 11/09/13 Approval Date: 03t20/08 Page 2 of 19 Product GAFGLAS #80 ULTIMATM Base Sheet GAFGLAS Flex Ply"' 6 GAFGLAS Ply 4 GAFGLAS Mineral Surfaced Cap Sheet GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet • GAFGLAS STRATAVENT EliminatorTM Perforated GAFGLAS Flashing GAFGLAS STRATAVENT Eliminator"' Nailable RUBEROID SBS Heat WeldTM Smooth RUBEROID ® SBS Heat WeldTM Granule RUBEROID SBS Heat- Weld"M 170 FR RUBEROID SBS Heat Weld"' PLUS RUBEROID SBS Heat -We1dTM PLUS FR RUBEROID SBS Heat- WeldTM 25 RUBEROID Modified Base Sheet Dimensions 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (I meter) wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 3937" (1 pet;, wife • • • •• ••• • ... • • • • • • • • • • • . . • . .. • • • • • • • • • • • • • ... • • • • • • • ...... . • • • • Test Specification ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. ,A TIvM D1621, Premium glass fiber reinforced SBS ', ype modified base sheet • ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 AST' D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D-6164 • • • • • .. • • • • . • • • • • • • • • .. • ... Product • Description NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID 20 RUBEROID Mop Granule RUBEROID Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID MOP 170FR • RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID TORCH PLUS (Granule) RUBEROID TORCH FR RUBEROID ® 170FR TORCH RUBEROID 30 RUBEROID 30 FR RUBEROID ULTRACLAD RUBEROID Dual FR Vent Stacks (metal and plastic) IAPPROVED Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937"(1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) Wide 3937" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) Wide • . • • • *7: Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 • . • • • • • • • • • ....... ir�s: ,ABtIVI47 ASTM D 635 Product Description ••• • • • • • •• • • • • • • • • • •.• • • • • • • • • • •• • • • • ••• • • • • ••• SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non-woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non-Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granule's. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified eifsthalt and surfaced with mineral granules. Vile way valve vent used to relieve built-up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. • • • • • • •. • • NOA No.: 07- 1219.09 • • • • ' • • • • Expiration Date: 11/04/13 • :. • •' • • Ap Date: 03/20/08 • • "' • "' Page 4 of 19 • • • • • • .• • Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Leak Buster" MatrixTM 602 Leak BusterTM Matrix' 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCotem FireOut"M VersaShield VersaShield FB-1S VersaShield FB-2S TOPCOAT FireShield MB Product Leak BusterTM Matrix" 201 SBS Flashing Cement Leak Buster" Matrix"' 102 SBS Adhesive Leak Buster" Matrix"' 202 SBS Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement Leak Buster"' MatrixTM 103 Cold Process Adhesive Dimensions 5 gallons 100 lb. cartons, bulk 60 lb. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons S gallons 5 gall ins • • 4$TTTi15350t9: Cold Applied Asphalt Adhesive. • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 05 •• • • • • • ••• • ••• • ••• • • • • ••• • • • • • • • • • •• •• • • Test Specification ASTM D2824, Type I ASTM D312, Types I, II, III and W proprietary ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 • • ••• • • • ••. • • • • • • • • ••• • • • • • • • • • •• •• • • Product Description Non-fibered aluminum pigmented, asphalt roof coating. Interply mopping and surfacing asphalt. SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. Low VOC, fire barrier coating. Non Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D4586 Standard Plastic Asphalt Roofing Cement NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Dimensions Leak BusterTM MatrixTm 5 gallons 303 Fibered Aluminum Roof Coating Leak BusterTM Matrix" 5 gallons 304 Non Fibered Aluminum Roof Coating APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyouardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardrM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck Dens Deck Prime, Dens Deck Dura GuardTM Structodek SecurockTM Test Product Specification Description ASTM D 2824 Fibered aluminum coating. ASTM D2824, Non- fibered aluminum pigmented, asphalt Type I roofcoating. Table 2 Product Description. Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate /wood fiberboard composite Polyisocyanurate/wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • ••• • •• ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • • • •• • Manufacturer (With Current NOA) BMCA • ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11104/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Number 1. Dri11 -Teem #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill -Teem ASAP 3. Drill -Tecm #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Galvalume Plates 5. Drill-Teem Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. Product • Name TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill- Teem Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume coated steel plate. Test Identifier J.I. 2B8A4.AM J.I.3B9Q1.AM J.I. ODOA8.AM J.I.ODIA8.AM J.I. 0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF- 020 -02 -01 02 -005 02 -014 • ••• • • • • • • • • • • • • • • •• ••• •• • ••• • ••• • • • • • S • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • ••• • ••• • •• . • • • • . • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • ••• Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3. W GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" Square GAF Materials Corp. Description 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 - TAS 114 Physical Properties ASTM D 4977 • • • •• TAS 114 TAS 114 • • • • • •• • •• • ate 07.02.97 01.08.98 07.09.99 07.29:94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03 .22.02 NOA No.: 97- 1219.09 Expiration Date: 11/04113 Approval Date: 03/20/08 Page 7 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: GAFGLAS ULTIMATM Base Sheet, STRATAVENT0 EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat- WeldTM 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 12" o.c. in the field. (Maximum Design Pressure -45 psf,, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS Flex PlyTM 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 -45 psf, See General Limitation #7) GAFGLAS Flex PlyTM 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, RUBEROID RUBEROID 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 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 iy lw w1ows 9" lath!) Belli! • (Maximum Design pressu� c -6 nel gral Limitation #7) . •••••• • • •• ••• •• • • • •• FireOutTM Fire Barrier Coating, VersaShield ® Non Asphaltic Fiberglass -Based Underlayment or SecurockTM. • • • • •• • • • • • • • NOA No.: 07- 1219.09 • • • • • • • • • • • • • Expiration Date: 11/04/13 • • • • • • • • • Approval Date: 03/20/08 • • • • • • • Page 17 of 19 ••• • ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• • • • • • • • •• • • 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, 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. (Maxim Design Pressure —75 psf, See General Limitation #7) Ply Sheet: 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. Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bssq. Surfacing: (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 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak Buster" Matrix. " 103 Cold Process Adhesive applied at a rate of 3 galfsq. 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 Buster" Matrix" 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak Buster" Matrix" 715 , Leak Buster" Matrix" 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galfsq. 5. Leak Buster" Matrix" 602 MB Xtra Elastomeric Roofing Membrane, Energy Cote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at lto 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 S.••••• • •• . • • • • • • • • •• • • • • • • • • • • . • ••• • • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• ••• • • • • . • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• • •. • • • • •• • NOA No.: 07- 1219.09 Expiration Date: 11/04113 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 Deck or W' 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 lbs.sq., 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 psi. 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 milers, 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 Administrate te Code • • ; • • • END OF relpS ik l NCE •• ••S •• • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • •• • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 192 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued Base Coat: "A -38 Series ", 0.75 gal /sq. Second Base Coat: "A -38 Series ", 0.75 gal /sq. Wear Coat: "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per Surfacing: "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per 46 Deck NC Incline: 3/4 Foam: Spray application of 2 -in. thick "Polyfoam 273° (2.7 lb /ft 3 ) Surfacing: Spray application of 28 to 34-mils 11 -8730° (aluminum) 47 Deck: NC Incline: 1/2 Insulation: Spray application of 2 -in. thick "Polyfoam 273" f2.7 Ib /ft Surfacing. Spray application of 28 to 34-mils "U -8782" (ivory) GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum DensDeck® may be used' in any existing noncombustible deck Classification. When this is done, the resulting roofing system is: acceptable for use over i combustible (15/32 in min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If lystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P Gypsum DensDeck® in hot asphalt. uard Ultra" is an acceptable alternate' to "EnergyGuard" in any applicable Classification. GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over existin g roof systems. LAS Perlite Insulation may be utilized as a cover board over "EVER - GUARD" 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. Polyst rene reference in any of the following Classficatonsindude "ENERGuard EPS Insulation ". References to glass fiber insulation include " EnergyGuard Fiberglass Insu- lation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT " Type yyppee G2S asphalt lt g ' mat base sheet ( "GAFGLAS 475 Base Sheet' or #80 TIMA" ) is a suitable alternate for Type Gl asphalt glass fiber ply sheet ( "GAFGLAS 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 a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and mailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS 475 Base Sheet ", " GAFGLAS 480 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet ( Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the followingsystems• Bottom ply or base sheet may be solid mopped, spot mopped or mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally 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 perlite 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. The use of gypsum board under any of the following Class A, B or C svit&i&is • does not adversely effect the rating. The use of 1/2 in. min gypsum boars ii an acceptable alternate for insulation over C -15/32 des. ks. . The use of polystyrene insulation board between min 3/4 in. perlite l+ctard ■ and deck with. rosin paper (perlite /rosin paper /polystyrene / eperlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" ands B � 4C • EnergyGuard RA" may be substituted for any Atlas polyisocyanurato msula. lion in any of the following Classifications. • • • • • Trumbull "Perms 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. GLAS Flex Ply 6" is a suitable alternate to " GAFGLAS Ply 6 ". • • •l► 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY Roofing Systems (TGFU) — Continued "GAHEMP 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 2.5 - 3.0 gal /sq. 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 1. Deck: C -15/32 Incline: 3 - Insulatian (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Gl " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. • 2. Deck: C -15/32 Incline: 2 Insulation ( Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheen One Layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet° or "EnergyCap Mineral Surfaced Cap Sheet ". 3. Decic NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type Gl " GAFGLAS Ply 4" or "GAF: GLAS Ply 6 ". Cap Sheet • One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". Deck: NC Incline 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber t system. C -15/3. Incline: 1 lip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer Type G2 "GAFGLAS 475 Base Sheet" (may be nailed). Ply Sheet One or more layers Type G1 "GAFGLAS PIy 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Energy-Cap Mineral Surfaced Cap Sheet ". • 6. Deck NC Incline: 3 Base Sheet One layer Type G2 "GAFGLAS 475 Base Sheet ". Ply Sheet One or more layers Type GI "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet One layer Type G3 GAFGLAS Mineral Surfaced Cap Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber♦ isocyanurate, ure- thane, perlite / isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). . Base Sheet One or more Layers Type G1, G2 or G3. Membrane: One or more layers " Ruberoid Torch" (Smooth or Granule), • ••" ro)'�1 'Qircji'Nus" (granule), " Ruberoid Mop" (Smooth or Granule) • • •.ord'Rebe old Mop Plus" (granule). :c4, hhaet: Typa G3 " GAFGLAS Mineral Surfaced Cap Sheet" or • •"Energyeap ;rai Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers Mite, wood fiber, glass • • • fibl4 isocyanulte. %ethane, perlite / isocyanurate composite, perlite/ • urethane comersitr load fiber /isocyanurate composite, phenolic, any • • • this • mess. • • • • •'Base Sheet •'No of more layers Type G2 or G3. PIy Sheet (Optional): One er more lavers Type Gl. Membrane: One or more laws " Ruberoid Torch" (Smooth or Granule), i ,R1) 8 71jmh P jrs" (granu7T), " Ruberoid Mop" (Smooth or Granule) • am MRubemikt Mop•Plus" (granule). • • • • • • • • • • • • -• r. • • ••• • • Nox ROOF COVERING MATERIALS (TEVT) =• MIAM1•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the Use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jlrge L. Acebo. • • • • • • •• •..•••• • • • •• ••• •• • •.. • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • ... • ••• • • • • • • • • • • • • • •• •• • • • • • • ••• • • • • • • • •.• • • • • • • • • • • • • •• • • • ••• • 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 • • ' ' ' NOA No.: 06- 0201.02 • • •Expiration Date: 05/10/11 • •' • Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® A11160 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® All 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH 160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 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 N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2.weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Note: The physical properties listed above arg prgwitgd typical avexage values as determined by accepted ASTM test methods and ere subjgctUtnOrOa3 iabufacturing variation. • •• • • • • ••• • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • ••• • ••• ••. • • • • •• • • • • • • • • • • • • • ... • • • • • • • • • • • • • • S . •• • • • •• •• • • Results • NOA No.: 06- 0201.02 • •Expiration Date: 05/10/11 • Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 • 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AI-1160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. \ •• ••• • • • • • •• !F W • • • • • t 2 • : .. ••• •• P MS • ••• • ••• • • • • • • • • • • • • • • • • • • ' NOA No.: 06- 0201.02 • . • • • • • • • S •Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 ••• • • • • • • • • • • • •• •• • • • •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • •• •• • • A11160 roof tile adhesive with 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: INSTALLATION: • 1. Polypro® AB 160 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® AII160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH 160 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 he in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: •. •.. • • • • • •• As required by the Building Official or applicabe �buildig�41e in.orie; to properly evaluate the • installation of this system. • • . . • • •• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • NOA No.: 06- 0201.02 • • • • • • • • • • • • • • • • • • • • • • Expiration Date: 05/10/11 • • Approval Date: 04/13/06 Page 4 of 7 • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 17to23 QPOonal2ad'sfor square inches In contact with the pan the *BP Pitch aPPlitaticms 2) Wen covers upsidedown. Place adhesive 112 tin` To 1 In. Front outside edge of cover We. Then install the the. Nan through plastic cement Underiapaent Face Course 10 in.. Eave course only. Keep adhesive awn from weephoia Rem top pardon of the eave couree cover tilt Abut to second course of pan tom. Ensure eave and of pan and cover tiles are Rush at eave &ne. Eave cure (mortar sham) Weephole Faaaa •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • ' • . • • • • • NOA No.: 06- 0201.02 • • • ;' • • • • • • • . • • • • • Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • •• • • • • ••. • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• •• • • • • •• 0 • • • • 0 •• • • Nan through plastic cement Optional Pofntup Mortar on l Sheathing ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • • • • •• ••• • • • • •• ••• •• ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • •• • • • • • •• • ••• • ••• • • • • • • • • • • • • NOA No.: 06- 0201.02 • • • • • • • • • • • • Expiration Date: 05/10/11 • • • • • • • • • • • Approval Date: 04/13/06 Page 6 of 7 ••• • • • • • • • • • •• • ••• • Nail through plastic cement x3in. Single paddy on under - layment Single paddy on top of Ole" Single paddy under tile Paddy (between tile) Paddy (under tile) • ffrEave course in. 17 in. medium • size paddy eave Fascia course only ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement r . in.x 3 In. Single paddy on underlayment Nail through plastic cement Underlayment 11, in.x 3 in. Single 41n. on under- layment Single paddy under tile Single paddy between tile 2 in. x 7 in. medium she paddy eave course only on Single op of the Eave Course Fascia Weephole Eave closure DrIP edge Single paddy between tile Eave Closure o n t o paddy \ 4 on top of file \ 2 is x 1 In. medium Pave Course Fasd ize paddy eave course only •• ••• • • • • • •• • • • • • •• • • • • ••• • END OF TilfS•4CCEF ANCE • ..• • ••• • • • • e • • • • • • • • • • • • • • • • • • • • NOA No.: 06- 0201.02 • • • • • • • • • • • • • • • • • • • Expiration Date: 05 /10/11 • Approval Date: 04 /13/06 Page 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •