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RF-11-568Inspection Number: INSP- 158548 Permit Number: RF -4 -11 -568 Scheduled Inspection Date: April 20, 2011 Inspector: Bruhn, Norman Owner: MADIGAN, DEAN Job Address: 547 NE 94 Street Project: <NONE> Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: ENVIROTECH ROOFING & CONSTRUCTION INC Building Department Comments April 19, 2011 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060140880 Phone: (305)207 -4993 TILE RE -ROOF Passed y�� /_ 1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 157830. Page 19 of 20 EST LOCATION UPLIFT PULL TEST EST LOCATIOF UPLIFT PULL TEST TEST LOCATIOI 5 UPLIFT PULL TEST 'rA "5�" TEST LOCATIO 76 UPLIFT PULL TEST EST LOCATIOP 101 • UPLIFT PULL TEST TEST LOCATIOF 126 UPLIFT PULL TEST 1 V 26 p5 2 27 527 _. 77 102 127 3 28 53 78 103 128 4 29 54 ' 79 104 129 5 30 . 55 80 105 130 6 31 56 " 81 " 106 131 7 32 57 82 107 . 132 8 33 1 58 83 108 133 9 34 I 59 84 109 134 10 35 60 85 110 135 11 36 61 86 111 136 12 37 62 J 87 112 137 13 38 63 88 113 138 14 39 64 89 114 139 15 40 65 90 115 140 16 41 66 91 6 141 17 42 67 92 142 18 4 68 93 1 19 44 69 70 94 95 96 T ., 97 1 COr1SV St /� 11• , , I g 121 Engineers 146 147 20 45 21 46 47 71 72 22 23 48 73 98 �_,=- %LL'r L'i 148 24 49 74 11 99 100 124 149 25 1 0-5 50 � _ 75 ` 125.. .. . 150 •� � w l ' &MVO; A -1 CONSULTING ENGINEERS INC iyEto ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPUFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE TAS No. 106 ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: Permit #: Job Address: \y7 N6 t 5 9 Sr '7 boiv/ �z f JzG =s . L Roofing Contractor: 64/i;°/ )7 / .e:?�.".e<, Type of Tiler 7` Grp" / . ° r .. Date installed: Approximate Roof Height: / 1 feet Roof Pitch: `3,4 Z Type of Access to Roof:. ✓ Scaffolds Ladder Approximate Square Footage of Roof: 7 Va 0 ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: .9X,�4 ,/1 Other IN ACCORDANCE WITH THE CR TERIA OF PROTOCOII PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TE$1. T ,� TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATI NS. THIS r SUBMITTED BY: Jo�eA. Martinez P# 031509 4-i CONSULTING ENGINEERS, INC. Lab. Certification # 07- 0306.03 Renews: 01- 1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: CeII (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 '° Al CONSULTING ENGINEERS INC. ROOF STUCTURES CONSULTING ING UPLIFT TEST EXPERTS LAB, CERTIFICATION No.01 -1224 -5 4383 SW 70 CT, MIAMI FL 33155 'LEI-305-740-9550 FAX.305 -740 -9550 Owner's name: Job address: 547 NE 94 ST MIAMI SHORES Roofing contractor: ENVIROTECH ROOFING Type of tile: FLAT TILE 13°' Approximate roof height: 12 feet Tipe of access to roof: Scaffold: Approximate square footage of roof 24 Required testing force: 35 lbs Date tested: Number of tests: 52 1 SKETCH OF ROOF 1 11 12 13 4 15 14 $ 16 17 16 22 3 MO 21 10 19 1 5 f41 43 2 3 7 10 Re iced: NAM ate: 4/15/2011 6 1 23 24 25 26 37 40 36 47 32 40 31 3s 34 33 Date installed: Roof pitch: 3/12 Ladder: Other: ft2 46 45 44 49 50 51 52 Permit*: FEST LOC h hWN U UPLIFT PULL TEST ' 'EST LOCATIOF U UPLIFT PULL TEST T TEST LOCATI. U UPLIFT P PULL TEST S ST LOCATIOF U UPLIFT PULL TEST E EST LOCATIOF U UPLIFT PULL TEST S ST LOCATION U UPLIFT PULL TEST 1 e ems 2 26 ' ' - 5 76 1 101 1 126 • • ' 2 7 7 7 52 I _ 7 77 1 102 1 127 38 I 5 53 ' ': 7 78 1 103 1 128 4 2 29 5 54 l l 7 79 1 104 1 129 5 4 4 3 30 5 55 ' ' 8 80 1 105 1 130 311 5 56 ' ' 81 1 106 1 131 7 3 312 5 57 8 82 1 107 ° °` 1 132 8 3 33 5 58 8 83 1 10$ 1 133 9 3 34 5 59 8 84 1 109 1 134 "' 10 3 35 6 60 J J 8 85 1 110 1 135 11 3 36 6 61 8 86 1 111 1 136 7 { { • • 62 1 1 8 87 1 112 1 137 13 3 38 6 63 8 88 . . 1 113 1 138 14 9 9 ! ! 6 64 8 89 1 114 1 139 15 0 0 .- N M 65 90 1 115 1 140 16 6 66 9 91 A — • A 16 1 141 18 j j - - 68 9 93 4 443 19 4 44 6 69 9 94 1 1 9 1 144 20 4 45 i i 7 70 � � ` `1 9 95 • • i i • • • • _- _ _ ra 21 4 46 7 71 9 96 • • . 121 1 146 22 1 1 4 47 7 72 T . 1 _ ' ' 1 147 23 > >, O t ' '41 . x , 4 48 7 73 98 • • - . - -, 2 23 1 148 ' ' 24, • : " " ° °,.. 1 1 7 74 9 99 1 124 1 149 25.'. C 1 SITE SPECIFIC INFORMATION Owner's Name: Permit #: 4ob Address 5V7 / C 4/ r-- , eve' ,,s s-'a2( kooin Con ,7,..„ b''1� °'f e i ` 6� / typ of Tile: .7'" e: , 3 '° - Date installed: oximate Roof Height: /2 . "' feet Roof Pitch: ?/' 2- Type of Access to Roof: ✓'` Scaffolds Ladder Approximate Square Footage of Roof: 7 V 4 ft 2 I eq .tired Testing Force: 3511bs. Testing Equipment: F.G.E. 100 Date Tested: f" !"/i A -1 CONSULTING ENGINEERS , INC ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 Other III AC' RRDANCE WITH TA CRITERIA OF PROTOCOLIIPA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON - T OL , ES1' =1`HJS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO C Edt )c7N c s ra . ; -I FRIS gp 'I UBT1ITTED 0. ri J O$e A: ' PE. #041'599 A-1 C i\ISULTtl4c5.ENGINEERS, INC. Lab. Certification it 07- 0396.03 Renews: 01- 1224.05. 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498-9804 Signature Revised on 5/21/2009 RE: Permit 5k..7% INSPECTION AFFIDAVIT licensed as a h1' Contractor / 1 \k (Print name and cirde License Type) License #: On or about , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at t5 \, \ ����. \S� L. B C*t) (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this ,� day of Notary Public, Sate of Florida at Large Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 FS 468 Building Inspector DATE: • ngineer / Architect, *General, Building, Residential, or Roofing Contractors or any indMdual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECTION PERMIT NO. "∎ 1 6 TAX FOLIO NO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the foflowing'information Is provided in this Notice of Commencement. Space above reserved for use of recording office 1. Legal description of property and street/address: - 4.4-A. 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 ph • ne n Q— 1 11111111111111111111111111111111 11111 11111111 CFN 201 1 80210470 OR Bk 27638 Ps 0651; (113s) RECORDED 04/01/2011 13:01 :52 HARVEY RUVIN, CLERIC OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE mb 5. Surety. (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ B. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement the on date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of ore e s ) A prized Officer/Director /Partner/Manager Prepared By o -- .. / (- -'a' . '� Prepared By Print Name r �N Nte` iB�/ Print Name 'Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The f oing in ment was ackno led ed before me this N day of il■Atkitifl .7s. ' \\ . Individually, or ❑ as for ersonally known, or ❑ produced the following type of Identfficatio .Y. Li Signature of Notary Public: -y r = i T I U,t .u.V Print Name: %� T, 04 2012 NOTARY PIM • TC• - STATE F Ft D014: (SEAL) STA f r:t rt ''�� b ADE VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES 1 HEREBY CERTIFY that this is a true copy Mize Under penalties of perjury, I declare that I have read the foregoing and original filed in this otflce on day of that the facts stated in it are true, to the best of my knowledge and belief. MAD. 1 20 A D. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner : _ $ , ` a9fi 1 Seat. of . By By 123.01 -62 PAGE 3 3/10 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 547 NE 94 Street Miami Shores, FL 33138- 1132060140880 Block: Lot: DEAN MADIGAN Owner Information Contractor(s) Phone Cell Phone ENVIROTECH ROOFING & CONSTRU( (305)207 - 4993 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $6.60 $4.50 $4.50 $2.20 $300.00 $9.00 $8.80 $335.60 April 06, 2011 Address Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Parcel Number Phone 547 NE 94 Street MIAMI SHORES FL 33138 -2847 Type of Work: Re Roof Additional Info: Classification: Residential Scanning: 3 Pay Date Pay Type Invoice # RF -4 -11 -40497 04/01/2011 Check #: 1068 04/06/2011 Credit Card Amt Paid Amt Due $ 50.00 $ 285.60 $ 285.60 $ 0.00 PPPROVED Expiration: 10 /03/2011 Applicant Cell Valuation: Total Sq Feet: $ 10,500.00 2027 1 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 06, 2011 Date 1 9�9 } n 001110)vti, BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: eta - .P\'"el City: \4 i 014°V\: Tenant/Lessee Name: JOB ADDRESS: 5 (-i g c, q ST City: Miami Shores County: Folio/Parcel #: (t - 3c9 - ® r L{ 0 Y) Is the Building Historically Designated: Yes Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 0 1 2011 Permit No. l l — Master Permit No. ROOFING 'ocl e_O T ro LL C Not( Ser?..:A&4 Phone #: 3 ©S - 3 I) H a l S ®l State: Zip: 3S\3 Phone #: Email: Miami Dade Zip: NO Flood Zone: CONTRACTOR: Company Name: p„V 6�PS.Y, ei.,,,, Phone #: 4 ( a — 3)-4 ®/ °etc. Address: i '� X 5 1 --re-:Z City: ( ,+ P. !, • State: (-- Zip: 3 3 2 Qualifier Name: &1A - S To S 7 € k A Phone #: 30-s— (4 O — 4 State Certification or Registration #: C e-L. 13 9- q. ®i 13 Certificate of Competency #: Contact Phone #: 3"- ® ® ket \i,2 Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ tO , 5 (� Square/Linear Foo e of Work: Type of Work: ❑Addition ❑Alteration Description of Work: 'l 1 G� Demolition *�x�xx�** ** *** ** *** a *�x�a****� *** *�x****a:� *** F �x**** �xx: �x: xx��x: x+ x: x+ ��xx��x�n�x�x ** ** ****�xu:+x�x�r�x*** Cc/ Submittal Fee $ a Permit Fee $ ,?©t� CCF $ CO /CC $ p Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ ❑New epair/Replace e- Pg P' r g ( 00 -- "F - TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature � Signature 4•0011!,,e Owner or Agent The foregoing instrument was acknowledged before me this 0 The foregoing instrument was acknowledged before me this '3 . day of NI !� , 20 / by \ ^ � ��, day of 441 01 ■ , 20 I'/ by 2° A0 h , who is ersonerson w me or who has produced who is ersonally known me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) TJf:',nfTA f_0.7 T7..0 Lli a I. Pm: s I Con,. nission # T)T R0.'.6 "5 OCT. ...,_Z;G CO., NOTARY PUBLIC: Zip Contractor f F.A,'rt' r3 I,0 - ,'1 , i8a L Pnu.su fix' (( Sign: Print: My Commission Expires: * * ** ***x: *+ x************ *********** ****** ** ******* *********+ x+ x**** **********m********* **** ***** *** * *******x * ** APPROVED BY Plans Examiner Zoning Structural Review Clerk Re: Owner's Name: Revised on 5/21/2009 ,PRO 4 7-M1 M iami Shores Viiiage 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 Property Address: St- 6t, cI g® Roofing Permit Number: — S6 3 Dear Building Official: Imo. oe\ Oil n certify that I am not required to retrofit the roof to wall connections of my buying because: Vibe just valuation for the structure for purpose of ad valorem taxation is Tess 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) Notary Public, Sate of Florida at Large /444 4 -- 5 - eeA4.-/i/oe Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she 's th Sworn to and subscribed before me this 3 day !# _, owner for the above property mentioned. ^ t 4i "),?6D% Ellda f, Poufi4a om nIs�lQn �� o �r d�u E es; 'ACT, 44, >D 5 x; 7,9,,'; ? ^,idrr a Date: ( 1/3i 11 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. t,Fii 0 12011 BY: SECTION R HIGH VELOCITY HURRICANE ZONES = REQUIRED CONSIDERATIONS Revised on 7/9/2009 LD s Signature Date APPROVE ZONING DEPT BLDG DEPT Miami Shores Village D DATE SUBJECT TO COMPLIANCE WITH AU. FEDERAL, 02 AND COUNTY RULES AN • 11 &Tali R-Ft -Srd6 R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of iding 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. enailing wood decks: When replacing roofing, the existing wood roof deck may have to be in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior oving the existing roof system). ommon roofs: Common roofs are those which have no visible delineation between neighboring i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or ner 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 J 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 se water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural 'stress 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. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not f loaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if o '- rflow 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 structures should have some ability to vent natural airflow through the nor of the structure assembly (the building itself). The exi ling amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venti t s. ending the service life of the roof. Con u Date ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. ❑ Low Slope ❑ Asphaltic Shingles Section A (General Information) Master Permit No. n Process No. Contractor's Name ENV 1 Q. Crge , `D � o A gg- 20061 1 Job Address CV -1 ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Vt./Mortar/Adhesive Set The ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) a 02:1 Section R (Roof 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. ■•E1.... ••••111 ■■ ■■ WIMEIMM •■_.... IL EN ■■ •■ lim 1111•1 NMI ■■ ■..fll_■ ■■ ■il._.._■ 11U • u• �� ���������® a,iau111... NMI ■■M1 ■■ ■-.u. ■ NM ■■ ■ INNIE Pilm=10 111111rriII■ O■ UMW NMI' MI MIMI Gm= mum 11111111111111 ■ ■i1 IIPI Boll ■MME■ ■■■ •••••U H• ■iii ■.1 rte■ ��������� ■����■ 11■ ■•M! ■■ ■■■ ■1111111111111111■fir :0mazi11■ ■ ■N 1 ■■ ■•■ ■•.u.■■ ■ ■........ ��� ■ 1�■ MIIIM1111111•1111111111111111111 FLORIDA BUILDING CODE — BUILDING Roof System Manufacturer: Notice of Acceptance Number: . Roof Slope: 1.:,_,,; 12 • Mean Roof Height Florida Buifdi�g P� yap ��� �, High- Velocity Hurricane ,Minima Design Wind Pressures, If Applicable (From RAS 127 or Caicuta ons�• : yS • P2: � P3: 4 Maximum Design Pressure (From the Product Ap. royal Speci System): Deck Type: - type Underlaymenr Insulation;. Fire earner: er Fasten Type & Spacing: Type Cap Sheet Roof Covering: Type & Size Drip E dge: A Where 1 Description Symbol _ Design Pressure PI or 1'2 or P3 RAS 127 Job Site Mean Roof Height H 1) Job Site Roof Slope Product A A Aerodynamic Multiplier Restoring Moment due to Gravity M g Product A Attachment Resisumee Ml• Product A Caleulato Required lvlotnenl Resistance M,, Minimum Attachment Resistance I Printing A Required Uplift Resistance Fr Calculate Average Tile Weight W Product • Tile Dimensions 1.= length . Po slue! ; W = width at ill building ollicaal All calculations must be submit ed to the a Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment hawed tile systems, clmose either Method 1 or 2. Compare the values for M with the values from Mr. 11 the M values are greater than or equal to du M values, tor each area of the roof, then the tile attachment method is acceptable. Method II 1 • "Moment Based Tile Calculations Per RAS 127" r °�C� `'•1\ hl M b Q Product Appr oval M Q� lI ate' �T��� x � _..._..... _ = �` g• ra _`_ �. � U tPj: l�•�r' M6p.. hl . 1�__� \ Product Approval MI _�"_ (l' \' ' )1 ' :3112:51 1 M;1314"..1.47.4.1.4" hlra!� I'rnuluct Approval M . Method 2 " Simplilied'Tile Calculations Per Table Below Requires! Moment of Resistartas (Mr) From Table 13claw Product Apprnvnl Mf M required Moment Resistance' Mean Roof Height -> 15 , 20 . 25 30' 40' Roof Slope - 2:12 34.4 36.5__ 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6' 32.8 34.9 30.5 6:12 7:12 26.4 24.4 28.0 25.9 29.4 27.1 28.2 32.4 30.0 'Must he used in conjunction w - th a list of moment Imscd tile systems endorsed by the Ilroward County I3nard of Rules and Appeals. For Uplift based pile systems use Method 3. Compared the saturc for F' with the ratues for Fr If the F' values are greater than or equal to the Ft riders. for each area of the roof. then the tile. attachment method is acceptable hlethtul 3 "Moment Bused Tile Calculations Per RAS 127" IP1: x L - _ x w: _ w: _ w: _. . x cos 0 __ (P x L _ x w: _ - 1 . W: X Ctli N ..._ _..._._ - 1 'r' x L .�._._. 'G x , s - I . W A COS FLORIDA BUILDING CODE - BUILDING o Obtain Information ppmval PPrnval pproval isjlmval pp • time of !)molt application ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Product Approval F" _._... _ . Product Approval F' Product Appplval F r Where to find f ahle 1 or by an cm:meermg analysts prepared by PE based on ASCF 7 15.35 MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 MIAMI -DARE 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 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: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 07 -0228.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Applicant MonierLifetile LLC Saxony 900 Trim Pieces SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete Dimensions 1= 17" w = 13" 1- 5/32" thick Slate 1- 9/32" thick Shake & Split Shake 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 94 -084 94 -060A 25- 7183 -6 25- 7183 -5 Test Specifications TAS 112 TAS 112 Product Description Flat profile, interlocking, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report hate Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 2 of 7 Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Test Agency Test Identifier 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111-4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Reimrt Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 3 of 7 Table 3: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile Saxony 900 Slate, Shake & Split Shake 2 �� :12 Battens �� Direct Deck 3 �� :12 Battens Direct Deck 4":12" Battens Direct Deck 5":12" Battens Direct Deck 6":12" Battens Direct Deck 7":12" greater Battens or Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 5. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 Table 2: Aerodynamic Multipliers - X (ft Tile X (ft X (ft3) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 5. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - MI (ft-ibf) for Nail -On Systems Tile Profile Fastener Type _ Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 . #8 Screw 30.8 30.8 18.2 2 . #8 Screws 51.7 51.7 24.4 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 Table 5: Attachment Resistance Expressed as a Moment M1 (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.3` 1 See manufactures component approval for Installation requirements. 2 Dow Chemical TileBond Average Polyfoam Product, Inc. Average weight weight per patty 13.9 grams. per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTM 118.9' Polyfoam PolyProTM 40.4 3 Large paddy placement of 45 grams of PolyProTM. 4 Medium paddy placement of 24 grams of PoiyProT"". Table 5B: Attachment Resistance .Expressed as a Moment - Ail} (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set 43.9 5. Tile -Tite Roof Tile Mortar NOA No.: 07. 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 5 of 7 LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MONIERLIFET1LE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE PROFILE DRAWING WATERLOCK MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 6 of 7 PROFILE DRAWING MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 7 of 7 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 O ...................... MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jprge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® 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® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 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 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 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® AH 160 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® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. �F 2 F'= MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement 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 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro fp AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement Undertayment 1 10 In. Remov top portion of the eave course cover tla. Abut to second course of pan ties. Ensure save endot pan and cover tiles ere flush at eave Me, Eave closure (mortar shown) Eaveteiase Eave course only: Keep adhesive approx. 41n. up from manholes 1) Place enough adhesive to achieve 1T to 23 Ope pit 2z4's for square inches In contact vdth the pan tile step p es 2) Turn covers upside down. Place adhesive 112 In. To 1 hi. From outshhi edge of cover tile. Then Install the tile. Paddy )Beneath Tile) Fascia Wsephois Eave closure Ddp edge NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nail through plastic cement 3In. I x3in. Single paddy on under - layment Paddy (between tile) Paddy (under tile) Single paddy on top of tile Single paddy under tile # 41 / 71" t / fr , feEave course 2 in. X 7 in. medium size paddy eave Fascia ' course only ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Underlayment 1 r e- in.x 3 in. Single 4In. paddy on under - layment on top of tile Eave Course Single paddy under tile Single paddy between tile 2In. x 7 in. medium size paddy eave course only Fascia Weephole Eave closure NIP edge Nail through plastic cement Single paddy on underlayment Single paddy on top of tile -P 3 in.x 3 In. Eave Cotese Single paddy under tile Single paddy between tile Eave Closure 2 in. x 7 in. medium Fascia size paddy eave course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7