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RF-12-1786
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 181854 Permit Number: RF -9 -12 -1786 Scheduled Inspection Date: November 30, 2012 Inspector: Bruhn, Norman Owner: MURRAY, ALAN Job Address: 585 NE 106 Street MIAMI SHORES, FL 33138 -2045 Project: <NONE> Contractor: MILLENIUM MAKEOVER INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (786)306 -7654 Parcel Number 1122310140160 Phone: (561)967 -1306 Building Department Comments RE -ROOF DETACHED GARAGE Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed //39-641 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 179067. Provide an uplift test for tile. NB November 29, 2012 For Inspections please call: (305)762 -4949 Page 9 of 13 ENGINEERING & TESTING, INC. Phone: (866) 781 -6889 •Fax: (866) 784 -8550 www. tloridaengineeringandtesting .com 250 S.W.13th Avenue Pompano Beach, FL 33069 November 26, 2012 Job Order No.: 12 -3001 Permit No.: RF9121786 Alan Murray 585 N.E. 106th Street Miami Shores, Florida RE: TAS -106 TILE UPLIFT TESTS Proposed Roof 585 N.E. 106th Street Miami Shores, Florida Dear Sir or Madam: In accordance with your authorization, Florida Engineering & Testing Inc., has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on November 21, 2012, at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the proposed addition at the above referenced project. This inspection does not include the roof tiles for the existing structure. The subject roof consisted of Concrete double roll tile foam set. The pitch of the subject roof is 4/12. Our field engineer's representative visited the site and conducted twenty (20) uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp scale model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Result 1 - 4 Corner See Attached Diagram 35 ± 5 pounds Passed 5 - 12 Perimeter See Attached Diagram 35 ± 5 pounds Passed 13 - 16 Field See Attached Diagram 35 ± 5 pounds Passed 17 - 20 Ridge & Hip See Attached Diagram 35 ± 5 pounds Passed Quality ;�{44 t o fssurance Page 2 November 26, 2012 Job Order No. 12 -3001 Alan Murray 585 N.E. 106th Street Miami Shores, Florida: FLO A All test results were found to be in compliance with TAS -106 and the Florida Building Code (see attached field sketch). The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a final roof inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Florida Engineering & Testing, Inc. (FE &T) is an independent third party providing un- biased testing information and results. FE &T is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Reza Javidan, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 a 1' a =0.1 W =0.1 x 24 =2.4' a= 0.4H =0.4 x 15 =6' Perimeter Dimensions =3' ILField Sketch -Not to Scale Approximate Dimensions 585 N.E. 106th Street Miami Shores, Florida RE: Permit # I Jon Watkins Miami Shores Village Building Department INSPECTION AFFIDAVIT (Print name and cirde License Type) License it CCC 1326328 ,lee)1- 9( (?o/ On or about (Date & time) Secondary water barrier work at 5-F5- 4) 6 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: / G �0/ licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and i06 5f /-lip r X140 eS R. 3313F Based upon that examination I have determined the Manual (Based on 553.844 F.S (Complete Job Site Address) installation was done according to the Hurricane Mitigation Retrofit ature 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 0G k T,-(90 gay of Notary Public, Sate of Florida at Large 00..6, 'gores/ Public State of Florida George Devine My Commission E1E142289 Expires 10/30/2015 *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 5/21/2009 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 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: J t O 6 St- Ec VED SEP 2 7 2012 FBC 20 Permit No. y� Master Permit No. 11- — I ISD ROOFING City: Miami Shores (County: / / Folio/Parcel #: / / _ Z 3/ — 0/14— — 0 / Miami Dade zip: 33/ 37 Is the Building Historically Designated: Yes NO K Flood Zone: OWNER: Name (Fee Simple Titleholder): A16tivi PiAk ff Phone #: / 0 $ ^ SC 7c 5Lf Address: 5 ?S 'CIE /Ck St- City: 144i CAM I ¶ lA O (l°.s State: t zip: 331 3F Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: /6:fiti4/4 -, ,1z /° , Phone#: 3-6/ a ° /30,('1 Address: 4' tit C4/ii :4 L Q n'`,, City: Lice r State: Z' Zip: 3 3fC .7 Qualifier Name: cr` Afr- a ,f Phone #: alp /-9e7-/J171 State Certification or Registration #: CCU' '2 6 2 r Certificate of Competency #: Contact Phone #: 5(, f-- 96.2-/3 06 Email Address: DESIGNER: Architect/Engineer:, /1-1. Phbiie#' . Valve of Work for this;Permitr $ /// c �0 Square/Linear Footage of Work:„ 4 "'' Type of Work: ❑Addition iteration epair/Replacce ❑Demolition Description o f Work: a c2, � � Zw , e /'14 c Color thru tile: .45 ** ** ******** * * * * ** * *** x*****+x**** ***** Fees******** * *** **** * * * * * ** x*a+*******a:*+x******** Submittal Fee $ 5-13 ' � Permit Fee $ ),© CCF $ CO /CC $ Ca 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 Mortgage Lender's Name (if applicable) r\c Zip 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 At'N'IDAVIT: 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 '. ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app oved and a r inspection fee will be charged. Signature Own- or Agent Contractor The foregoin instrument was ackno ged before me this The forego g instrument was ackno ledged before e this day of 9 roc , 20 by J4 I , day ofC /*! -- a0 by 14.° to me or who has produc who is personally kno 1 _,A ''me or who has produced Sign:. �,.� 9 Sign: Print: My Commission Expires: APPROVED BY Print: My Commission Expires: fG /c,7 f . /y Plans Examiner Zoning Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Clerk ROOF ASSEMBLIES AND ROOFTOP STRUCTURESo Master Permit No. Contractor's Name Job Address Sr Yrr�i Shores Village -; BY DATE Florida Building Code Edition 2010 %� B' l` High - Velocity Hurricane Zone Uniform Permit Application Form. CE `NI fN ALL FEr_ERA.L Section A (General information) �%��j�,� Process No." "'—� • �'4 /o‘ s� ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof Reroofing ROOF CATEGORY ❑ Mechanically Fastened Tile fl Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Recovering ROOF SYSTEM INFORMATION Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Repair 0 Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) a & c® CC Section B (Roof Plan) Sketch Root 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. t� 7 , ,/ IIIM 1111121 me . 111•111\ p uI II - MINIIIMM_AlltrINIIILMINIEfin _ 1N_1 IIIMM 1524 2010 FLORIDA BUILDING CODE --- BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.36 Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. i • n ' iee • io �.� na) Roof System Manufacturer: e'n Notice of Acceptance Number: C2-- O 9 0' ° �6 Minimum Design Wind Pressures, If App cable (From RAS 127 or Calcutations�:l . P2: P3: 160 .. Roof Slope :1 Steep. Sloped Roof System Description / xg- ) pec ,el, Type Underlayment: Insulation: Fire Barrier: fi l l- Ridge Ventilation ?g, 41 Fastener Type & Spacing: Adhesive Type: if G, 9rcia PI' et. 1do' keewCTe4, 47,4 Type Cap Sheet: /j oft5S ��io pr l t 06 a Mean Roof Height: q Roof Covering: e,T, ), °`!�. ype & Size : 1.9V /L I rip Edge 2010 FLORIDA BUILDING CODE -- BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High- Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compere the values for Mr. with Ibe values from •p. If the M f values are greater than or equal to the Mr values, for each arse of the roof, then the the ettaohment method is acceptable. Method F`" Moment Based life Calculations Per RAS 127" (PttJ ` r f x � � / /Of ��. h�: .77,:i71 _ �t � ��, Product Approval Mr e (P2 x A Q%7 ). Mg: ten j iP�f� ' � x A , /G & rte' G �f�'� � ?G Product Approval Mf /Col L = i�9 ) • Mg: (v = Mr3 i_ Product Approval Mf ' Method 2 "Slmptl6ed le Calculations Per Wile Required Moment of R e s i s t a n c e (M) F r o m Table Below product A i l�J/ pprata Ivlf r Mr required Moment Resistance* Moan Roof Height -> Hoof Slope 4. 16' 20' 25' 30' 40' 2:12 34. 38.5 38.2 39.7 42.2 3:12 32.2 34.4 38.0 37.4 39.8 4:12 '.4 32.2 33.8 38.1 37.3 6 :12 28.4 30.1 31.8 32.8 34.9 8.12 26.4 28.0 29.4 30.5 32.4 7:1.2 24.4 .25.0 27.1 28.2 30.0 sMnst be used In conjuncdon with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for P' with the values for Fr ff the P' values are greater than or equal to the Fr values. for each area of the roof. dtert the tile attachment method is acceptable. Method 3 "Uplift Based Tile CalaUatons Per RAS 127" tpt X L = x w: = ) - W: X cos :8 = Fri Product Approval P' _ (142' x L - x vr: = ) - W: x cos 0 = Fr3 Product Approval F' (P3: x L = x w: _ W: x cos 8 = Fr1 _ Product Approval F' Where to obtjn Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table l or by anenglneering analysis iysi prepared hyPBbasednaASC137 Mean Roof Height Ii Job Site Roof Slope 9 Job Site Aerodynamic Multiplier 1 Product Approval Restoring Moment due to Gravity Ma Prodnet Approval Attachment Resistance Mp Product Approval Required Moment Resistance M Caitwiated Minimum Attachment Resistance F Product Approval Requited Uplift Resistance Pr Calculated Average ilia Weight W Product Approval Tile Dimensiens L = length W = width Product Approval All calculations tnust be submitted to the building official at the time of permit application. sMnst be used In conjuncdon with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for P' with the values for Fr ff the P' values are greater than or equal to the Fr values. for each area of the roof. dtert the tile attachment method is acceptable. Method 3 "Uplift Based Tile CalaUatons Per RAS 127" tpt X L = x w: = ) - W: X cos :8 = Fri Product Approval P' _ (142' x L - x vr: = ) - W: x cos 0 = Fr3 Product Approval F' (P3: x L = x w: _ W: x cos 8 = Fr1 _ Product Approval F' Where to obtjn Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table l or by anenglneering analysis iysi prepared hyPBbasednaASC137 Mean Roof Height Ii Job Site Roof Slope 9 Job Site Aerodynamic Multiplier 1 Product Approval Restoring Moment due to Gravity Ma Prodnet Approval Attachment Resistance Mp Product Approval Required Moment Resistance M Caitwiated Minimum Attachment Resistance F Product Approval Requited Uplift Resistance Pr Calculated Average ilia Weight W Product Approval Tile Dimensiens L = length W = width Product Approval All calculations tnust be submitted to the building official at the time of permit application. 2010 FLORIDA BUILDING CODE - BUILDING 15:37 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the 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 initials in the designated space indicates that the item has been explained. E1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zones) 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 Aor architectural appearance, that are not part of the zonir code, should be addressed as J part of the agreement between the owner and the contractor. +"12. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 15 (High Velocity. Hurricane Zones). The roof deck is usually concealed prior to removing the existing roof system. Ay, 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, ARthe roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be Aitacceptable. This provides the option of maintaining this appearance. 5. Pondering Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. AyPonding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary Atito install overflow scuppers in accordance with the requirements of: T. 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 the service life of the roof. Owner's gent's Signature Form AB -326 (page 2 of 9) Rev. 2/08 Date on actor's Signature MIAMhD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34a' Ave Deerfield Beach, FL 33442 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 docnmRntation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Hacienda Double Roll Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Jorge L. Acerb NOA No.: 07- 0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tile Concrete 1. SCOPE This renews a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Apitgat Hanson "Hacienda" Trim Pieces Dimensions Length: 171/4" Width: 13" W thick Length: varies Width: varies Varying thickness Test Product Specifications, Description Low profile, interlocking, extruded concrete TAS 112 roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications: Accessory trim, concrete roof pieces for use TAS 112 at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED EY OTHERS Product Wood Battens Tile Nails Dimensions Vertical Min. 1 "x 4" Horizontal Min. 1 "x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. lOdx 3" Test Specifications Product Description Manufacturer Wood Preservers Salt pressure treated Generic Institute LP — 2 or decay resistant lumber battens TAS114 Appendix E (With current NOA) Corrosion resistant screw or smooth Generic shank nails (With current NOA) NOA No.: 07- 0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 2 of 7 P uct Dimensions Tile Screws Hurricane Clip & Fasteners #8x 2 V2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Min. 1 ". width Min. 0.060" thick Clip Fasteners Min. 8d x 114" 2.2 EVIDENCE SUBMITTED Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. IBA Consultants, Inc. Test Sueclfiications, TAS 114 Appendix E TAS 114 Appendix E Test Identifier 7161 -03 7161 -03 7161 -03 P0402 P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 94 -060B 94 -084 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations 2381 -249 Product Description Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Corrosion resistant clips with corrosion resistant nails. Test Name/Renort Manufacturer, Generic (With current NOA) Generic (With current NOA) PA 102 PA 102(A) PA 108 Withdrawal Resistance Testing of screw vs. smooth shank nails PA 108 PA 108 PA 112 PA 101 PA 101 PA 102 PA 102 PA 102 PA 100 PA 102 PA 102 PA 102 PA 102 PA 101 Aerodynamic Multiplier TAS 112 Date Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 July 1994 Aug. 1994 Sept. 1994 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 09/20/07 NOA No.: 07- 0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION • 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Aer • • - mic Multi • tars - X Tile Profile Hacienda Tile X( Batten Application 0.267 (ft Direct Deck Application 0.289 NOA No.: 07- 091446 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 4 of 7 Table 2: Restoring Moments due to Gravity - M, (ft -Ibt) _ Tile Profile S ": 12" 4 ": 12" 5 ": 12" 8": rBattens 12" 7 ": 12" greater Battens or Direct Deck Hanson Hacienda Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Direct Deck 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 6.22 NOA No.: 07- 091446 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 4 of 7 Table 3: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) For NaII -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Hanson Hacienda Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Feld Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 322 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4' file headlap and fasteners are located a min. of 216" from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Hanson Hacienda Tile Adhesive Minimum Attachment Resistance 26.1' 2 See manufactures component approval for installation requirements. 3 Polyfoam Products Product, Inc. Ave Average weight pe Average patty weight per patty grams. 11.4 grams. NOA No.: 07- 0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page S of 7 Table 4A: Attachment Resistance Expressed as a Moment - Mt (ft Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Polyfoam PoIyProTM 86.614 - Pooam PolyProT"' 45.5b 4 Large paddy placement of 54grams of PolyProTM. 5 Medium paddy placement of 24grams of PoIyProTM. Table 4B: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) For Mortar Set Systems Tile _ Profile Tile Application Attachment Resistance Hanson Hacienda Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07-0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 6 of 7 PROFILE DRAWINGS HANSON HACIENDA CONCRETE ROOF TILE FASTENER HOLES OVERLOCK UNDERLOCK END OF THIS ACCEPTANCE NOA No.: 07-0914.06 Expiration Date: 12/16/12 Approval Date: 12/06f07 Page 7 of 7 M! DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220-05 -E-06 St. Paul, MN. 531441000 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami., Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www,tniamidade eov /oera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MT34 2- Component Foam Roof Tile Adhesive AH -160 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 shalt be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company 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 2- Component Foam Roof Tile Adhesive 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: Roofing Roof tile adhesive Polyurethane Product Dimensions Specifications 3WM 2- Component Foam N/A TAS 101 Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A ProPack® 30 & 100 N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 2 of 7 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. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA 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 01-6739-062141] 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. 3MT14 2- Component Foam Roof Tile Adhesive 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. Roof Tile manufactures acquiring acceptance for the use of 3MTm 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof file adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. IF F' —�2�— MS NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MT"I 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3Mni 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTm 2- Component Foam Roof Tile Adhesive 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 3MTm 2- Component Foam Roof Tile Adhesive AH -160 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTm 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 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 file as determined at calibration. No other settings shall be approved. 6. 3MTm 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTm 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MT"I 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTm 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Win. (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 I.11_1 ∎e.,.10 ..,.j.i ■# V I APPROVED (, NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 4 of 7 LABELING: All 3MTh 2- Component Foam Roof Tile Adhesive 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. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05110/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 MIAMI BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov/buildin¢/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystiek Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA # 09- 0806.07 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. "evrier-- NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen 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 with surface printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Dimensions Roll: 65'8" x 3'33/8" 60 mils thick Roll: 65' x 3'33/8" Or 65' x 3' 80 mils thick Roll: 32'10 "x3'3'/8" 100 mils thick Roll: 65' x 3'3-34" " 80 mils thick Roll: 32' 10" x 3'33/8" 130 mils thick Roll: 61' x 3'33/8" 60 mils thick Test Product Specification Description TAS 103 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 file underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A rubberized asphalt waterproofing membrane, glass -fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self-adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11- 0601.10 Expiration Date: 09 /13/16 Approval Date: 09/15/11 Page 2 of 8 PRODUCTS DESCRIPTION: Product Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 61' x 3'3-34" 60 mils thick MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test ARCACV Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Specification ASTM D 1970 Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08-R1 P10870.04.09 P33360.06.10 P33370.03.11 P36900.09.11 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 DX23DSA Product Description A rubberized asphalt self- adhering, glass - fiber /polyester reinforced waterproofing membrane, specific for use as a high temperature underlayment. Designed as a metal roofing. Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & 0155 ASTM D1970 TAS 103 TAS 103 /ASTM D4798 & G 155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & GI55 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 07/01/10 03/02/11 09/01/11 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 NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type II 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 346" 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 in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 11- 0601.10 Expiration Date: 09 /13/16 Approval Date: 09/15/11 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, and Tile Pro 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. Dual Pro may be used in all the previous assemblies listed except roof tile systems. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (days) Polystick MTS MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven, FL. 180 180 180 180 180 180 180 Hazelton, PA. N/A 30 30 180 N/A N/A N/A 7. All products listed herein shal have a quality assurance audit in accordance with the Florida Bui ding 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 file manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick [R -Xe, and Tile Pro are limited to mechanically fastened roof file applications. Polystick MTS is limited to mechanically fastened with battens roof file 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) Tile Profile Polystick MTS Polystick IR-Xe Polystick TU, TU Phis, TU P, Tile Pro Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation 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. Battens are required for both loading and installation of tiles at all times. NOA No.: 11- 0601.10 Expiration Date: 09113/16 Approval Date: 09/15/11 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUI 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 Polvglass'' Tile loading detail below for loading procedure for all underlayments except PoIystick MTS which shall be loaded onto battens. a 0 N Roof Deck prepared with POLISIlCKIU) Phs rt r 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, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR-Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR-Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro 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. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 6 of 8 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 full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of 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, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 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'/4 "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. Minimum cure time after membrane installation & before loading of roofing tiles is Forty- Eight (48) Hours. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 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 roiled 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. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 7 of . 8 Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass reconunends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (INCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING IIIVIITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No. 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 8 of 8