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RF-10-1553Inspection Number: INSP - 152291 Permit Number: RF -8 -10 -1553 Scheduled Inspection Date: October 20, 2010 Inspector: Bruhn, Norman Owner: LEE, PATRICK Job Address: 560 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: T&S ROOFING SYSTEMS INC. Building Department Comments RE ROOF TILE TO TILE 9/22/2010 -STOP WORK - SIDE WALK REAPIR PROVIDE BOND FOR SIDEWALK PRIOR TO ANY MORE INSPECTION PER NB. 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- 150604. Ladder must be secured to structure. NB October 19, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)757 -0468 Parcel Number 1132060140800 Phone: 305/265 -2654 Page 12 of 24 CIVIL ENGINEER September 29, 2010 T and S Roofing System 1461 Northwest 23 Street Miami, Florida 33142 Project: Dear Sirs; Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305-823-8008 Fax: 305-823-3300 ROOF TILE UPLIFT TEST REPORT Residential Home 560 Northeast 95 Street Miami Shores, Florida Information provided by client: Permit Number: RF -8 -10 -1553 Date Completion: September 26, 2010 Roofmg Contractor: T and S Roofmg System Project Number: 10 -1002 (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 file 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 of file used for this project was reported to be Monier Saxony 900 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 ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 560 Northeast 95 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 10 -1002 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 560 Northeast 95 Street Miami Shores, Florida Project Number: 10 -1002 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 -1002 — Page 3 of 5 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 -1002 — Page 4 of 5 I 52 35 Pass Reileh Engineering Corporation — Project Number - 10 -1002 — Page 5 of 5 AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. DATE: P1f 3 110 To: Miami Shores Village 10050 NE 2 Avenue Miami Shores, Florida 33138 Re: Owner's Name LAME MA LAC A- Property Address 5(JO NE QS 5T Roofing Permit Number RF -8 - IO - 1553 Dear Building Official: I Lou is E. To LEP() certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. Si ture of Qua1i wing Agent Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this 13 day of 6EPTE bE12 , 20 JO (SEAL) Personally known or Produced Identific . on STATE OF FLORIDA, COUNTY 1 HE Y CERTIFY Ufat this VYITN SS HARVEY By F DADE py of the ay of Courts D.C. NOTICE.OF COMMENCEMENT A RECORDED. COPY MUST BE POSTED ON THE JOBSITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA COUNTY OF MIAMI-DADE TAXFOUONO. /P-3Lo6 by-/- o$oo THE UNDERSIGNED hereby gives notice that improvements wUl be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 FN • 2010R055.8719 Oi;: P.k 27391'.Ps 1806; (lips) RECORDED 08/18/2010 09 :55 :49 HARVEY RUVIH, CLERK OF COURT MIAII —DAGE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: 560 NE 9S STKEe T r h/nns sHuAts , rc 3.313g- L t , "API, .r)oKes Sec Z PB /0 -37 for s .& SS 2. Description of improvement: D ERoor 7-11. e 3. Owner(s) name and address: IA lir /F A1AL,4 ; s NE qs 5meeT Aim 1 s iok I F1. 3313? Interest in property: UwNee Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: T45 IZmFWfi \ISTENIS 114C 1441 MNal 2?i STREET MIAMI / FL( i pA 0)142 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons•within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates• the following -person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. .9, Expiration date of this Notice of Commencement: the expiration date 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 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THEJOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO.OBTAIN ;. LING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMEN Signetjre( By Print Name LAU ale MAUf A Title/Office dW N ETC STATE OF FLORIDA COUNTY OF MIAMI -DADE Officer/Director/Partner /Manager By Print Name /Jr1l.EC svAt..? Titie/Office Td- 5 Rookv4 5)(1Tinl r 1iuc, The foregoing instrument was acknowledged before me this 1 '1 da of o By y Lou e..1 E 4 4 LA(- y • 4 ` ®0� Individually, or �1 as for te ,' `, r ' e e. ❑ Personally known, or produced the following type of Identifi Signature of Notary Public: Print Name: (S VERIFICATION PURSUANT TO SECTION 92525. FLORIDA STATUTES. . Under penalties of perjury, I declare that I have read the foregoing and ' that the facts stated in it are true, to the best of ,, knowledge and belief. Signature s of r(s) or • ., ' - r(s)'s By 12101 -52 PAGE3 11107 cer/Director /Partner/Manager who signed above: 2oio Miami Shores Village Building Department M ER 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY. ,..E INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. 14\0 !I SSD• PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING [L . ,, OWNER: Name (Fee Simple Titleholder): \tn t � Phone #: 3 5- 0 7? 1 Address:E6O C t SS4- 11 City: M tag] i S Y es State: Zip: 3) I) O Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: c pO Ng qS S"I - p City: Miami Shores County: Miami Dade Zip: / zD Folio/Parcel #: it 32b6 000 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name:T (LO cM S �1-10r t S Phone: �S�[ Address: ` 1� I N W t�� st City: �{ CI,1 l l State: ... Zip: i ) ( 7 (� Z Qualifier Name: le (.)1 S TO('Cte" Phone #: State Certification or Registration #: C.Z.C. . l 60 3.. Certificate of Competency #: Contact Phone #: 1 el 11. t.` uO Email Address: I N DESIGNER: Architect/Engineer: I Value of Work for this Permit: $ /S11 Square/Linear te Footage of Work: Z gb7. Type of Work: ❑Address ❑ ❑New Clr/Replace UDemolition Description of Work: off /C Phone #: COLOR THROUGH ROOF TILE IS REQUIRED acknowledged b ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *p * * * * * * * * * * * * ** ** * * * * * * * * * * ** W * * * * * * * ** Submittal Fee $ Permit Fee $ Foo cv-t CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged efore me this 0 g day of 411.1311ST , 20 )O,by Th1Hki 5 . 6NmE. L- who is personally sown to me or who has produced F L As identification and who did take an oath. �, �, ",': Z 9 9 8 6 6 A 4 ®p ° O'd10N 4 : 9 4, PaPOO& ® ®� NOTARY PUBLIC: Sign: Print: My ommission Expires: (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Signature Contractor The foregoing instrument was acknowledged before me this 1g 20 by 1-6U IS E ToLeDO , day of who .personally known t me or who has produced as identification and who did take an oath. NOTARY PUBLIC: �;��� A. 10 e My CommissiQl x pires „. e t , 4 olral115o0 : ® ®�� ,• �fiD� ® �� * * * * * * * *** * * ***�r: **** * *** * **** * * ** * ** :** * * ** **** *yet* �r�z:� *�::�:�: ***�:**** r* *** * * ** i1aiWi4 * * ** ** * ** r**** * * * * ** APPROVED BY i 4 &( //cD Plans Examiner Zoning Structural Review Clerk Section A Master Permit No: Contractor's Name: Job Address: Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Sprayed Polyurethane Foam ❑ Other: ❑ New Roof aMg n Ai AUG 3 0 2010 BY: High Velocity Hurricane Zone Roofing Permit Application Form Section A (General Information) Process No: Roof Type Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes No If yes, what type? Roof System Information Steep Sloped area (ft. a Total (ft. Section B (Roof Plan) ortar /Adhesive Set Tile ❑ Wood Shingles /Shakes • • • • • •• • • .. • • • • .... •. • • . . • •• • Perimeter Width (a'): Corner Size (a' x a'): .lily '. Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overf �} A • dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of . "I Low slope roof area (ft. maw �- X • • • • • • • •• • • • • • • ••• • ••• • Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D Stee• SIo•ed Roof S /stem Method of Tile Attachment: Self e• Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, I1 Applicab e (From RAS 127 or Calculations): Pma>:1: Pma>:2: • Pmax3: L Z Maximum Design Pressure (From the NO/s, Specific System) -3 — Roof Slope: :12 Ridge Vent il�tion? Mean Roof Height:J \Deck Type: \ \Type Underlayment: Insulation: 01 -o ri g. 0 Sioped S /stem Description Fire Barrier: Fastener Type & Spacing: Adhesive Type: \Type Cap Sheet: Roofing Covering: \ Type &. Size Drip edge: • • • • • •• • • • • •••• •• •• • •••• •• • • • •• • • • • • • • • • • • • • • M Required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' • : . p' 2:12 34.4 36.5 38.2 39.7 ••••4;• • 3:12 32.2 34.4 36.0 37.4 • • .39.8 • 4:12 30.4 32.2 33.8 35.1 9•••;•',.3 • 5:12 28.4 30.1 31.6 32. r • • ••••• . 9 • ( x••;3.:,.4 6:12 26.4 28.0 29.4 30.5 • • 7:12 24.4 25.9 27.1 28.2 • X0.0 : • • Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M If the M values are greater than or equal to the M values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment -Based Tile Calculations Per RAS 127" (P y : x2.• • 3'3 _ � ( • ) _ Mg: A _ M r, „oD NOA MNOA 3� (P x 2 = 1 Mg: -7 (P3: . x 1. = '6.17) - Mg: 03 = IV1r3 NOA M, X11.3 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below County Board of Rules and Appeals. For Uplift -based tile systems use Method 3. Compared the values for F with the values for F If the F values are greater than or equal to the F values for each area of the roof, then the tile attachment method is acceptable. 'Method 3 "Uplift -Based Tile Calculations Per RAS 127" (P xI:_ = xw:= )- W:xcos 0: =F (P xI:-__= _-xw:= )- W:xcos 0: = xI:_= xw:= _)-W:xcos 0: =F,3: Tile Dimensions I = length w = width NOA NOA M, •• • • • .• • • •• • • • • • • • •• • NOA F NOA F' NOA F • • *Must be used in conjunction with a list of moment -based tile systems endorsed y the Br • Where to Obtain Information Description Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Symbol P1 or P2 or P3 H Job Site • F' W Where to find RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Job Site NOA M NON IJi NOA Calculated NOA Calculated NOA All calculations must be submitted to the Building Official at the time of permit application. 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 2 Ave Miami Shores, Fl 33138 to 11( Re: Owner's Name: Property Address: 4o JJ f 'S * • Roofing Permit Number: Dear Buildi g Official: I a building because: ee dust valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. o 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) Signature State of Florida County of Dade The undersigned, being the first Sworn to and subscribed before Notary Public, Sate of Florida at Large • • • certify that I am not required to retrofit tie oo1 to will s®hection f fly A0\10 4 Print Name Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 3313E Tel: (305) 795.2202 Fax: (305) 756.897; Date: .. • • • • • • •... • . • . • • • • • • .••• • • • • • . ••.. ..•. • • .•.. • • .• • • • • • .. • •••. • • • • .•• duly sworn, deposes ahcl� /she is the owner for the above property mentioned. me this) ,,up � & U,ST .O I d • When the just valuation of the structure for pu ra •se of ad valorem to y iA R9ya9R„or pore 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. Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,100 Lot Size: 6,450 SQ FT Year Built: 1956 $0/$277,330 MIAMI SHORES SEC 2 City: PB 10 -37 LOT 5 BLK 55 Legal LOT SIZE 50.000 X 129 Description: OR 19900 -4953 09 2001 1 OR 19900 -4953 0901 00 Year: 2009 2008 560 NE 95 ST Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable 560 NE 95 ST MIAMI Value: Value: Regional: $0/$277,330 $0/$402,245 County: $0/$277,330 $0/$402,245 City: $0/$277,330 $0/$402,245 School Board: $0/$277,330 $0/$402,245 Folio No.: 11- 3206 -014 -0800 Property : 560 NE 95 ST Mailing PATRICK E LEE & LESLY Address: CASTELLANOS Qualification 560 NE 95 ST MIAMI Description: SHORES FL View Additional Sales 33138 -2732 Sale Date: 9/2001 Sale Amount: $228,000 Sale O /R: 19900 -4953 Sales $166,779 Qualification Sales which are qualified Description: $402,245 View Additional Sales Year: 2009 2008 Land Value: $110,551 $198,992 Building Value: $166,779 $203,253 Market Value: $277,330 $402,245 Assessed Value: $277,330 $402,245 Miami -Dade My Home Page 1 of 2 My Home Show Me: Property Information Search By: Select Item Text only la Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Property Information: Assessment Information: Taxable Value Information: Sale Information: Additional Information: r lick here to see more information for this ropertv: C nmmunity DavaInnmP.nt District ACTIVE TOOL: SELECT Aerial Photography - 2009 My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer MIAMIDADE If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. • • Legend Property e Boundary Selected Property r✓ Street el Highway Miami -Dade County ■ Water • • • •• .N. `Il• E • • • • • • • • • • •• •• • • • •••• • • •••• http: / /gisims2. miamidade .gov /myhome /propmap.asp 8/9/2010 • • • • • • • • • 1. Aesthetics- workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as ingt the agreement between the owner and the contractor. • • • • • 2. Renailing wood decks: When replacing roofing, the existing wood•roc deck ••• aplieve to be renailed in accordance with the current provisions of Chapter 16 (MVP-Velocity Hurricane • Zones) of the. (The roof deck is usually concealed prior to removing the e.I t ttr1g roof gystgrv.) • •••• •• •• ommon roofs: Common roofs are those which have no visibl :crelaieatiah preen eighboring units (i.e., townhouses, condominiums, etc.). In buildings v al ommon roofs, the roofing contractor and /or owner should notify the occupants of adjacentlunits if roofing work to be performed. • 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. SECTION 1524 HIGH - VELOCITY HURRICANE ZONES— - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS X . Exposed ceilings: Exposed, open beam ceilings are where the underside of the rta cking be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside .of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication cif-structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not .be reduced. It may be beneficial to consider additional venting which can result in extending th service life of the roof. 411 $ 1 r $ 10 a to to Own r's /Agent's Sr. nature a e Contractor's Signature ate • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Jorge L. Acebo. c9,0 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 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 prodifc!t'or material fails to perform in the accepted manner, the manufacturer will incur the expeise Q f such Igsting and the AHJ may immediately revoke, modify, or suspend the use of such product omaterial wftbui. • their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determirtec by Miami -Dade County Product Control Division that this product or material fails to meet the requir2@frtdllts of the • applicable building code. "" This product is approved as described herein, and has been designed to comply with tha Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete Rodf T.it@ • • • • .•• • • •••• 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. NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 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 A2encv 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 •••. Descru,tiop, • • •••• • • • •. • •• • High profile, interlocljg, ppe pieec,'S.' • shaped, high- pressure.aatxded concrete roof tile equipped with rthre+e nail 10eI. For direct deck or battet nail- on,Itlofthr set or adhesive set app ho .ti ©ns. • • • . Accessory trim, concrete rgof pieo s.• use at hips, rakes, ridg'esnn4 valley,.,, terminations. Manufactured for eack.tire profile. Test Name/Report Date 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- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 2 of 7 Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 • 1 • • • • • • • Test Agency 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 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/Report 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. • • mew • • • • D&1.1' B • • Match 1999 • Febrpury;996 Ap ,1196 • • Devember 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 3 of 7 • • • • • • • • • • • • Table 3: Restoring Moments due to Gravity - M, (ft -Ibf) Tile Profile 2 " :12" 3 ":12" 4 ":12" 5 ":12" 6 "•12" 7 ":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens 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) ;Widiit -w (ft) -• MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 •••• 'x.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 compelIlsfifs. shall be installed in strict compliance with Roofing Application Standard Rit5 RAS�tf�, and RAS 120. • • • •• • • 2. Data For Attachment Calculations • • •••• • • • • • • • •• •• NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 4 of 7 • • • • • • • • • • • • • Table 2: Aerodynamic Multipliers - ?»ft Tile A. (ft X (ft 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 compelIlsfifs. shall be installed in strict compliance with Roofing Application Standard Rit5 RAS�tf�, and RAS 120. • • • •• • • 2. Data For Attachment Calculations • • •••• • • • • • • • •• •• NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 4 of 7 • • • • • • • • • • • • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nall -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 Mf (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 TileSond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyPro 118.9 Polyfoam PolyProrM 40.4 3 Large paddy placement of 45 grams of PolyPro . 4 Medium paddy placement of 24 grams of PolyProTm. Table 5B: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Mortar Set Systems • •••• • • • • •' Tile Tile Atta'ohinent •••••• Profile Application Resist4ifte " • ' MonierLifetile Saxony 900 Mortar Set' 43. " • • Slate, Shake & Split Shake • " " • •••• •• • •• 5. Tile -Tite Roof Tile Mortar •"••! • • •• •• NOA No:: 07 -01 $.Q : Expiration Date: 0426/12 Approves bate: 04 707 • Page 5'of T • • • • • •••••• • • •••••• • • ••••• • • ••••• 000000 • • • •••••• • • 000000 • • LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING NAIL HOLES 17 "� ` ,.: Ti -" /� OVERLAY 13" 1 5/32 " (state) 1 9/32 " {shake) • ••• • • •..... • • • • • • • • ...... • • • • •••••• •••••• • • • • • • • • • •.•.• •...• • MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MoD&)• • WATERLOCK •• • • • • • • • • •• •. • NOA it1ot 07- inZ$.O3. Expiratton pale: 04/26/12 Approvnt Date: 04 '/i T • Page b of 7 • • •••••• • . • • .••.•• • • PROFILE DRAWING MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) • • • • • .• • MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODfil •••••• END OF THIS ACCEPTANCE •••• ••. • • • • • • • • • .. • •••••• .•••• • • • • • • • •..•. •• •• • • • • • • •.•... •.1••• • • • •• •• ••••• • NeA No!: 07-0:23.A. Expiration pap: 04926/12 Approve! Date: 04th /tIt • Page 7 of 7 000000 • ••••. 000000 • •• •.•••• • • 000000 • • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami 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 Jorge L. Acebo. ••. • • • •• • • • • • • •• • .•.•.• • •1••.• •.1• • • •.. • •.:•• •....• •• •• • NO.A. Aoe• 06-0201102 Expiration 1Mte: 0571W4.2. Appr ova l g te: 04713/06 •• • Pagef o • • • • •• • • • • • • • •• •• 11.•11 • • • •1111• •.•••I • •111• • • •••.• •11.1. • • 1...•• • • •1••.• • • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with. Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polyproc4 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 Polypro® AH 160 Foampro® RTF1000 ProPacktI 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: Roofmg Roof tile adhesive Polyurethane N/A N/A PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications N/A TAS 101 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. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% ••.. . • • • •••• • • • The physical properties listed above are presented as typical average values'ds deterneipgd,• ASTM D 2856 by accepted ASTM test methods and are subject to normal manufacturing vaaia ion. • • • •••• • • • • • •• •• •••• • • 1111.. •••.•• • • • •• •• NOA•ltle` 06- 0201.02 Expiration Dltte: 05Z11111C. Approval p%te: 0413/06 •• 'Page l of'f• .1111. • • • •1.111 • • 0.1.11 •1••1 al • 1.11• 1.1••• • • • • 1.11• 1 .•••. • • 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 {1J 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® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 0000 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof file adhesive w their tile assemblies shall test in accordance with TAS 101 with section 10.4 as m .1 iea herein • •' • F'= MS ••.•• • • • • • OOOOO •• •• • N(3A•r a :06- 0201.f% Expiration Ddte: 05Z!th ?P • Approval date: 04/11/.0.6„ 'Page 344,7 •••••0 • • • ••0 ••• t ; •• • F • • W •••••. .. • ..0 • • • • •.s 00 0000. • •••••• • •• .••••. • .••..• • • 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® AH 160 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+l) 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 Iicensed 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 RTFI000 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® AH160 containers shall comply with the Standard Conditions listed herein. • ••• • • •• • • • • .• • .• • • • • • As required by the Building Official or applicable building code in order to properly evitttais the BUILDING PERMIT REQUIREMENTS: installation of this system. • • •••• • • • • • •. •• ••• • • •••••• •••.•• •• •• • NOA•11e; 06- 0201.x2 Expiration DAte: 051 L0M • ApprQvalp4te: 04713 406 •• "Page slo::.• • • •••.•. • • .••••• • • ...•• • • ••••• •••••• • • • •••••• •••••• • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 11 to 23 square lodes in contact with the pan the 2)Turn covers upside down. Place adhesive 112 In. To 1 in. From outside edge of cover tile. Then install the tile. Underlayment Remov top WEN of the save course cover Ma Abut to second course of pan tiles. Ensure eave end of pan and cover Men are flush at eave line. Eave closure (mortar shown) Weephole Fascia B Optional 214's for steep pitch applications Nail through plastic cement Optional Point -up Mortar on longitudinal edges of tfle •••• • • • • •••• • • • •• • •• • • • • •• • eeeeee ••.••• Sheathing • • ••• • • • • • •• •• •••• • • .. •••• ••...• • • • • NIA 0.; 06- 0201.82 Expirattan Dante: 05*9 1.1: • Approval MO: 0443/06 • • "Page i M. • •.•..• • • • ••.••• • • ••••S• • • •••.. • • •.••• •••.•• • • • ..•••• ••.•.• • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Underlayment 7 In. Eave Course Eave Closure 2 M. Underlayment Eave Course Paddy (Beneath Tile) 4 41 I Nail through plastic cement 7 in: Fascia Nall through plastic cement Underlayment 7 in. o ft)147 A 2 In. Eave Course Paddy (Beneath Tile) Fascia Eave Closure • • • • • •• • •••••• • •••••• •••• • • ••• • •• •• Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge ••• • • • 0 • • • • • • • • • • ••••• • • ••••• • • Mitt 06- 020112 ••••• • Expiration DIte: O5I0/4 3 • • • ApprQval,Date: 04? 1.31Qf; • • •• Page 6. • • • • • • •• • • • • • • •• •• • • •••••• • Nall through plastic cement Single paddy 3 in. x3in. under the Single paddy on under - nt Single paddy on top of tile Paddy (between tile) Paddy (under tile) Eave course 21n. X 7 in. medium size paddy eave Fascia course only ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Underlayment Single paddy on under - Iayment Single paddy under tile Single paddy between tile 2 in. x 7 in. medium she paddy eave course only in.x 3 in. / 41n. Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Nail through plastic cement 1 in. x 3 in. Single paddy on underlayment Single paddy on top of tile Eave Course Single paddy between tile Eave Closure 2 in. x 7 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE •••• • • • • .•.• • • • •• • •• • • • • 0 0 0 0 0 0 • • • • • •••• • • • • • •• •• •••• • • oo •• 000000 •• •• • NW* tit : 06-020112 Expiration Date: 055WJ: • Appreval 04713/06 •• • Pagea t• . •••• • • • • •• • •••• l • • ••• • •• • .••• • •.•• . • • • ••• • 00000 • • MIA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 This NOA revises NOA No. 08- 0929.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge 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 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). his 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: Polystick MTS, IR -Xe, TU, TU Plus and TU P 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. asa followed by the expiration date may be displayed in advertising literature. If any portjQfl c' the N(>A•i§ 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 it . • • distributors and shall be available for inspection at the job site at the request of the Building Official' ' • • .0.00 • •..• • • • •• •• • • • • • • • NO iPDuo.± 09 -08j? 09. Expiration Date: 09 /1/f f Approval Date: 03/31/10 Page 1 of 6 •••••• • • • •••••• •••••• • ••••• • • ••••• •••••• • • • •0...• • • 01•..1 • • • ROOFING COMPONENT APPROVAL Cateaorv: Sub- CateEorv: Material: PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Dimensions Roll: 65'8" x 3'3 60 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 32'10" x 3'3 100 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Test Specification TAS 103 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Product Description A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for y50 aS a tile roof underlayment. • •••• • • • •• • •• • • . • • • •.••.• • • • • • • • • •• •• •••• .. .. •• • • • • • • • • NO. :: 09- 08j1fi.07. Expiration Date: 09 /13?ff Approval Date: 03/31/10 Page 2 of 6 • • • • • •••••• • •••••• • • • 000000 • • 00000 • • ••••• • • .•.•• 000000 • • • 000000 • • 00000 • • • EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08 -R1 P10870.04.09 PRI01111 PUSA - 005 -02 -01 PUSA - 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 PUSA- 055 -02 -02 PUSA- 083 -02 -01 PUSA - 089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type 1I or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. • ••• 5. For ridge applications, center the membrane and roll from the center outward inbotl2 hrectio3ri • 6. Roll or broom the entire membrane surface so as to have full contact with the su •• special attention to lap areas. • •.: • • • 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof AtMUly currant • Product Control Notice of Acceptance. • • • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. �'ha'flashir� • • tape shall be pressed in place and formed around the protrusion to ensure a tight pip :A:second • layer of Polystick shall be applied over the underlayment. • • • :.•.•. N04. o.; 09- 0806,1. Expiration Date: 09/43/44 Approval Date: 03/31/10 Page 3 of 6 • • • • • •.. ••• • • ••• • • 00 ..•• • • • •••••• • • • .• •• • • • Tile Profile Polystick MTS Polystick IR Xe Polystick TU, TU Plus 'TU P Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. The following membranes manufactured in Winter Haven, FL Plant; Polystick MTS, IR -Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick IR -Xe and TU manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 30 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe is limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Polystick MTS shall not be used in direct-to-deck applications. Battens are required for both loading and installation of tiles at all times. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max Per Stack) • • 000000 • • • \ • • • • • •• •• • • •••••• 00 00•• • • • • • • • • • • • • • • • •••••• • • • NM. go.; 09-0§00.07 • Expiration Date: 09/1711 Approval Date: 03/31/10 Page 4 of 6 •••• 0 • •••• 0 000•• •• • • • • • • • •••••• • • • •.•••• • • •1••• • 1 •0••• •000•• • • • 000.0• • • •0010• • • ■ GENERAL LIMITATIONS: (CONTINUED) 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus and TU P may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus and TU P as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus and TU P is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 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 materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) •••• • • 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure fullrcontact. `• • • •• • 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uwif©rnq layer • • • ef • Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 5 ®•1'4nium M1 Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premiuh'11Viodified, . • Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cemen ,gr•hule- fide :. 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the applit�.tibn of to lap. The use of mastic between the laps does not apply to Polystick MTS. •••••• • • • • • • • • •••••• • NdA go.r 09- 0$0609. Expiration Date: 09/1`3/11 Approval Date: 03/31/10 Page 5 of 6 •••••• • • • •.•••• • • ..•••• • • ••••V • • ••••. ••••.• • • • •••••• • • •.•••• • • 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1 /4 "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofmg Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF •••••• SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLA S• REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE •..... • 00000 • •••• •.•••• •• •• •.•.•. • •• • • •• • • •• • • • • • • • No" No.s 09 -0 /1®&.0 Expiration Date: 09/1.S'/2 Approval Date: 03/31/10 Page 6 of 6 •••••• • • • •••••• • • ..•••• • • • • • •• •• • • •••••• •...•• • • • • . • •• . •. ••.•.• •.••• • • ••••• • • .•..•• • •