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RF-16-123 (2) Miami Shores Village Building Department JAN 14 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 2014 BUILDING Master Permit No. ",� Cho— Q3 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC �40FING ❑ REVISION ❑ EXTENSION r-1 RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [] CHANGE OF ❑CANCELLATION ❑ SHOP � ) CONTRACTOR DRAWINGS JOB ADDRESS: , I ��/ & `J o P- S City: 1 Miami Shores County: Miami Dade Zi : f Folio/Parcel#:L 13.2 oi6 Uva o L Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: S Flood Zone: BFE: FFE: �L OWNER:Name(Fee Simple Titleholder): 0 l<� [ Ph ne#-5 - ` `'D-1 Address: ® �2 ` - City: k I A-k f � h� �� State: � Zip: -3-3 ) 5X Tenant/Lessee Name: Phone#: Email CONTRACTOR:Company Name: �ery 00 t Pc)Ar-A , Sfq4jh none#: Address: City: A t t I C- State: Zip: 3777 I' � Qualifier Name: p�/y rrJ °bLr / Phone#: Ass 7&177 State Certification or Registration#: %4 d b Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: -State: l Zip: Value of Work for this Permit:$ �c Square/Linear Footage of Work: 36 zlLc Type of Work: ❑ Addition ❑ Alteration t F-1Ne tepair/Replace ❑ Demolition Description of Work: `+� (L t Is l w ( —'bo R- VI kA Do elt 6L ® r 4-Co C.eIrv\ c"ice We Specify color of color thru tile: k 4et^-C cz1N (3(et) (� bE Submittal Fee$ ! Permit Fee$ 'S2S CCF$ 1-39 CO/CC$ Scanning Fee$ Cl p0 Radon Fee$ A 4doDBPR$ e S4 Notary$ 0 Technology Fee$ 11,y-1) Training/Education Fee$ 4.66 Double Fee$ ^^'D� Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ e S (ReWsed02/24/2014) 6 :30. 66 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 pe 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 IZ04, - g Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I day of J OtQ ,20 �by day of (;&J .20 by ® w Kc- who i�rsonally known to J 19� yh c"f1> b kffs(X!',who is personally known too me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign• //��G� % Sign• � Print: 44 cr l/I P A Print. Seal: SPRY pUe�i a+++goes•., CATHERINE A.DUFFIN Seal: ;i°. .`� Notary Public-State of Florida Y°°e', : :•E My Comm.Expires Apr 15,2017 Notary Public-State of Florida _ P P •e My Comm.Expires Apr 15,2017 =;;�,� °pW Commission#FF 8417 Commission#FF 8417 '••++++++•` Bonded Through National Notary Assn, &* q+ * APPROVED BY 4 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village Building vigil out" Department `h a+10-* 10050 N.E.2nd Avenue rft 10 ' Miami Shores, Florida 33138 Tei: (305) 795.2204 Fax: (305) 756.8972 -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 Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: j b k iJ Ke,4 Property Address._—Ly y Roofing Permit Number: Dear Building Official: I certify that I am not required to retrofit the roof to wall connections of my building because: ,'The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attachroof p 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 Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that hels is the owner for the above property mentioned. Sworn to and subscribed before me this day of i. Y A�e,, CATHERINE A.OUFFIN Notary Public-state of Florida Notary Public, Sate of Florida at Large .. My Comm.Expires Apr 15,2017 Commission#FF 8417 Bonded Through National Notary Assn. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00, n umm was roted withh FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to wall connection Hurricane Mitigation. Revised on 5121/2009 Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearchtNreporttsummary OFFICE OP !'HE PROPERTY APPRAISER Summary Report Generated On:7/25/2014 Property Information r " Folio: 11-3205-024-0180 Property Address: 1431 NE 102 ST< PV JOHN J KEALY TRS LE Owner RBA MARCELLA R KEALY&)C TRS Mailing Address 1431 NE 102 ST MIAMI SHOWS,FL 33138 Primary Zone 1300 SGL FAMILY-2801-3000 SQ r Primary Land Use 0101 RESIDENTIAL-SM E FAMILY 1 11MT Beds/Baths I Half 3/3/0 :<< FIOOIs 1 Living Units 1 Actual Area 2,975 Sq.Ft b`f, Living Area 2,108 Sq.Ft „ Adjusted Area 2,598 Sq.Ft Lot Size 9,605 Sq.Ft Taxable Value Information Year Built Jim 1 2014 2013 2012 County Assessment Information Exemption Value 1 $50,0001 $50,000 $50,000 Year 2014 2013 2012 Taxable Value 1 $256,2101 $251,6851 $246,643 Land Value $374,309 $311,792 $282,987 School Board Building Value $261,878 $261,878 $296,835 Exemption Value 1 $25,000 $25,000 $25,000 XF Value 1 $4,902 $4,966 $5,944 Taxable Value 1 $281,210 $276,6851 $271,643 Market Value $641,089 $578,636 $585,766 City Assessed Value 1 $306,2101 $301,685 $296,643 Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $256,2101 $251,W51 $246,643 Benefits Information Regional Benefit Type 2014 2013 2012 Exemption Value $50,000 $50,000 $50,000 Save Our Fomes Assessment $334,879 $276,951 $289,123 Taxable Value 1 $256,2101 $251,685 $246,643 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead I Exemption $25,0001 $25,0001 $25,000 previous Sale Price OR Book-Page QuaGficaton Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 05/24/2012 $100 28194-4339 lCorrective,tax or QCQ min consideration Board,City,Regionaq. Short Legal Description MIAMI SHORES BAY PK ESTS AMD PB 56-86 LOT 22 BLK 1 LOT SIZE 85.000 X 113 OR 12266-2772 0884 4 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current Information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.mlamldade.govrnfo/disciaimer.asp (http://www.miamidade.gov/i nfoldisdai m er.asp) Version: Page 1 of 1 t cir y ROOF ASSEMBLIES AND ROOFTOP STRUCTURES * t ® SECTION 1525 1 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT 1 1 Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 INSTRUCTION PAGE 1 Iz 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: fl Roof System Required Sections of the Attachments Required 1 Permit Application Form See List Below 1 Low Slope Application A,B,C 1,2,3,4,5,6,7 1 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 1 Asphaltic Shingles A,B,D 1,2,4,5,6,7 1 Concrete or Clay Tile A,B D,E 1,2,3,4,5,6,7 1 Metal Roofs A,B,D 1,2,3,4,5,6,7 6 Wood Shingles and.Shakes q B,D 1 112,4,5,6,7 1 Other As Applicable 1,2,3,4,5,6,7 1 1 ATTACHMENTS REQUIRED: 1 1. Fire Directory Listing Page 1 2. From Product Approval: 1 Front Page 1 Specific System Description 1 Specific System Limitations General Limitations Applicable Detail Drawings 1 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 1 1 4. Other Component of product Approval 1 5. Municipal Permit Application 1 6. Owners Notification for Roofing Considerations(Reroofing Only) 1 7. Any Required Roof Testing/Calculation Documentation 0 Miami Shores Villa e •.. ..: : : .'. 1!rrI.OVED 8Y DATE •• ••• •• •• • •G DEPT t� ®NMN JAN 14 2016 k f+ . . BLt3G DEPTW. •: :• ' : :• SUiECT:o COMPLtmcE WITH ALL,FWER& STATE AND COUNTY RULES AND REGULAMON3 ' 15.36 • • • • • • • • •• •• • • 9LOa1DA,IUILDING CODE—BUILDING,5th EDITION(2014) ® 18 1 copyright to.or lioensmy'C:C(ALL RItHTMER4VED);tc--sscd b Me=Palacio on Jun S.201510:32:12 AM Agreement.No further reproductions audmcized. y pursuaat to Licr+tsc i r e, ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section A(General Information) 1 Master Permit No. 1 Process No. 1 Contractor's Name D/°S��/l/rJ,/e�/°Zep-e` ✓ l. y 1 Job Address 14.31 /10 � /Oa- Sr'-,E'fE� 1 1 ROOF CATEGORY 1 ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles 1 ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION 1 Low Slope Roof Area(SF) Steep Sloped Roof AREA(SSFLAG S Total(SF) 3 G.2.3' 1 1 i Section B(Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. _I 1 -44- 1 1 1 1 1 1 1 `f 1 1 1 • 1 FLORIDA BUILDING CODE—BUILDING,6th ED0I044ftsj • • • ��•�� 15.37 1 I Copyright to,or liceW4% 41CC ALL R1GHTVMBEIi�1+ED: b FJiezer PalaeIo on Jua&201510:32:12 AM 1 1 Asmment.No fluther re�ec@ons authorized } Y Pamela to Ucom ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 oa�G 1 Roof System Manufacturer: 1 Notice of Acceptance Number: l b 1 Minimum Design Wind Pressures,If pp cable(From RA 27 Iculations): 1 P1: P1: P1:.�,�1 � 1 1 0 Deck Type: 1 1 Type Underlaymen#: �,, A 2Z 1 Roof Sl ope . 1 Insulation: 1 Fire Barrier: , 1 Ridge Ventl tion? Fastener Type&Spacing: 1 s _ 0 Adhesive Type: ��c1FAd0me 1 1 Type Cap Sheet: /y �s I/ �- 1 1 1 Mean Roof Height: Roof Covering: / ffyw-p Type&Size Drip 1 Edge: 3 1 1 .. ... . . . . . .. . . .. • ••• . ••• ••• • • •• • • 0 0 0 000 • • • . • • FLORIDA BUILDING CODE--BUILDING,6th E TI 4 • 15.39 9 1 ' , , CoPYrigbt to,or iicW b f;ICC(RLL 60H'X;W' VEiS�acx--d by JM—Palacio oa Jun&201510:.32:12 AM pursuant to License A tent.No futdrar reproductions authorized. i i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ® Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 f Section E(Tile Calculations) For Moment based tile systems,choose either Methal 1 or 2.Compare the values for M,with the values from Mt. If the values Mr are greater than or equal to the M,values,for each area of the roof,then the file attachment method is acceptable. Mpjhod 1 "Moment Based Tile ja1pulations Per RAS 127- 1 (P1 x vi R 1l�i9)-IUIg; A'l M�1- 6. Product Approval (P24-_9V x7.4$ =k119-Mg;Ne= M Product Approval fA 1 ( =o� -M _ M,3'� Product Approval Mt li Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval K 1 M,required Moment Resistance' Mean Roof Height 15' 20' Roof Slope 25' 30' 400 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 1 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must beused in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based file systems use Method 3.Compared the values for F with the values for Fr. If the F'values are greater than or equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. 1 Method 3"Uplift Based Tile Calculations Per RAS 127" (P1: x L - x w = x cos 0 =F„ Product Approval F' (P2: x L = x w:__ )-W: x cos 0 =Fa Product Approval F' 1 {P3: x L x w:=_�)-W x cos 0 =Fe Product Approval F' 1 Where to Obtain Information Q Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 I Mean Roof Height H Job Site Roof Slope 0 Job Site 1 Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity Me Product Approval 1 Attachment Resistance •• • . . . .Prad"t approval 1 Required Moment Resistance ' • •• • • • •OvIculated Minimum Attachment Resistance •• •F'• .• • . • Pm& Approval 1 Required Uplift Resistance F, Calculated Q Average Tile Weight ••• •••W • ••• • odyct Approval i Tile Dimensions L•„lert$t1.Vtrapvidto uApproval 1 All calculations must be submitted to the buiiditlg offiaal at the e4 perm P910tion. if 15.40 i i•••i i•i :FL(IFIIDA46UILDING CODE-BUILDING 5th EDITION(2014) 6 1 Copyright to,or HAM b,?ICC(RLL 1*0HWtt£SrVEUaxed Pa bY EM--EM-- lacio-Jttn&70151032.12 AMI p Agreement No fintba mpmmducdons authorized. Pursuant to License • �o SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be ailed In accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4• i Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking ca viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6• J J . Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is no o 6doaded from a buildup of water. Perimetededge wail or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R440 , 440 nd R4413. Owne/Agent's S' nature Date ontraVctor Signature Date 1 q 41 Y o> f-�' Property Address Permit Number Revised on 7/912009 M07/01/2015; ••• ••• • • • • • •• •• • • • • • • ••• •• • • • •• ••• 0,40 r ••• ••• • ••• •• • ••• • • • • ve • • ••• • • • ••• •• •• Iii PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/cera Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA.92618 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: Villa 900,Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 11-0713.02 and consists pf pahs>��ou�)P* :• The submitted documentation was reviewed by 444x T4efa.• • . ... . ... ... . . . . ... . . . . .. . . . . . . . . . . .. . .. .. . . MIAMa0�1DE TY COUN NOA No.: 12-0308.20 •. •• • ••• • Expiration Date:09/21/16 • • . Approval Date:06/21/12 � • � �•� � : Page 1 of 7 . .. .. . . . .. .. ... . . . ... . . ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC Villa 1= 17" TAS 112 Low profile,interlocking,high pressure extruded 900 w= 13" concrete roof tile equipped with one nail hole and %2"thick double roll ribs. For direct deck or battened nail- on,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at w=varies hips,rakes,ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 EVIDENCE SUBMITTED Test Agencv Test Identifier Test Name/Report Date Nutting Engineers 13343.1 TAS 112 Apr.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-V84•; ••• •••Static Uplift Testing May 1994 Engineering,Inc. •. .: .•: :.: *-TAS 101 (Mortar Set) Redland Technologies P0911-4f• •• ••Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) . ... . ... ... . . . . . . . . ... . . . . .. . . . . . . . . . . .. . .. .. . . CMIUAWM4aMD COUNTY NOA No.: 12-0308.20 •• ••• • • ••• Expiration Date:09/21/16 • • Approval Date:06/21/12 ;•••; �•••� Page 2of7 ... . . . ... . . T 1 2:2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering,Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw,Direct Deck) (1 Quik-Drive Screw,Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers May 2006 Walker Engineering,Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Evaluation Calculations Restoring Moment Due to Gravity April 2006 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . . . . ... . . . . .. . . . . . . . . . . .. . .. .. . . NOA No.:12-0308.20 Mu►t�a�aa;�� Expiration Date:09/21/16 Approval Date:06/21/12 • • • • • • Page 3of7 . .. .. . . . .. .. ... . . . ... . . t 3. Li IITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 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 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (WI) and Dimensions (I x w) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w(ft) Villa 900 Concrete Tile 10.94 1.425 1.08 Table 2: Aerodynamic Multipliers -1 (ft) Tile X(ft) ;.(ft) Profilp Batten Application Direct Deck Application Villa 900 Concrete Ti 0.289 0.289 bl 3: Restoring Moments due to Gravity- M9 (ft-lbf) Tile3":12" 4":12" 5":12" 6":12" 7":12" or greater Profile Villa 900 Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Tile Deck Deck Deck Deck Deck 6.79 7.70 6.73 7.62 6.63 7.51 6.50 7.37 6.36 7.21 .. . . • • •• ••• •• • • • •s • ••• • ••• ••• • • • • ••• • • • • •• • • • • • • • • • NOA No.: 12-0308.20 IAM =TYa►ne coExpiration Date:-0308.16 ••• • • ••• Approval Date:06/21/12 • • • • • • • • • • Page 4 of 7 • •• •• • • • •• •• ••• • • • ••• • • Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2#8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile Adhesive 26.1 1 See manufactures com nent approval for installation re uirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3M"m 2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 86.61 3M 2-Component Foam Roof Tile Adhesive AH-160 45.5 3 Large paddy placement of 54 rams of Pol ProTm. 4 Medium paddy placement of 24 rams of Pol ProTm. Table 8: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile as •.. . . Tile . . .. Attachment Profile Resistance Villa 900 Concrete Tile .+• ..; wbrt'$r•S$t. ..• 20.60 5 Seespecific mortar manufacturer's Notice of Acceptance • • • • • • • • MIAM4DADE COUNTY NOA No.:12-0308.20 ••• +•+ • • + • +++ • + Expiration Date:09/21/16 + • • • • + • • Approval Date:06/21/12 • • + • • • + • • • Page 5 of 7 • •+ •. • • • •• .Y a 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR VILLA 900 CONCRETE TILE (LOCATED ON THE 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. .. ... .. . . . .. . ... . ... ... . . . . ... . . . . .. . . . . . . . . . .. . .. . .. .. . . NOA No.: 12-0308.20 Mutiw�o;cCu Expiration Date:09/21/16 Approval Date:06/21/12 . . . . . . . . . . Page 6 of 7 . .. .. . . . .. .. ... . . . ... . . PROFILE DRAWING h 12°' , 11128 ,► B 21/811 17" Undert�c s j 134 VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... *:* so . . . . ..... . . . . .. . . . . . . . .. . .. .. . . MIAMM ADE COUNTY NOA No.: 12-0308.20 •••, • • Expiration Date:09/21/16 • • • • Approval Date:06/21/12 • • :0: Page 7 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econowv Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 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 RER-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. RER 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 Polystick 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 Rrovide d to the user by the manufacturer or its distributors and w• www shall be available for inspection at the job seesft eit ofZhC.$'wilding Official. . .. . . . . ... . This revises NOA#12-0713.02 and consists bf p1ttts 1•throliglf9' •• The submitted documentation was reviewed by Alex Tigera. . ... . ... ... . ,.• , • ,•• • • NOA No.: 14-0717.08 MIAMFDADECOI�VTY Expiration Date: 09/13/16 i i•°w i i i i i•°w i Approval Date: 01/22/15 "` ° ' 'O' ' • Page 1 of 9 ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'3 3/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 6518"x 3'33/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65' x 3'33/$" APP polymer modified, fiberglass reinforced, #1 &#2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- (Surface Printing) 65' x 3'33/$" D 1970 fiber/polyester reinforced waterproofmg Manufacturing Location 80 mils thick membrane.Designed as a metal roofing and roof #1 &#2 tile underlayment. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x 3'3j/8" D 1970 glass-fiber/polyester reinforced,with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: ;••TAI* 10�ajgci�gTj 1,A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x3'3-'/8'9 •.• •0: 2AISCM V:0 40 0 0 •Fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. • • . ..• . . •• • • . . . . •• • • Y • • Mu►MFp+A"p'E� O1 ••• •i r ii ••i• NOA No.: 14-0717.08 i • i i Expiration Date: 09/13/16 0•••: 0 ; 0 :066: Approval Date: 01/22/15 *00 • 0 0 000 0 0 Page 2 of 9 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen 32' 10"x3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton,PA 2.Winter Haven,FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390. 08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM 05/12/14 D1623 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX1Q8A. . *TAS 1034A,STM D4798&G155 11/09/09 D%23D813 JAKI0;; ASTM D4798&G155 02/18/10 DX231?$:k•.; O JAS=0NASTM D4798&G155 02/18/10 . ... . ... ... . . . . ... . . . . .. . . . . . . . . . . .. . •• •• . • MAMMADE COUNTY= NOA No.: 14-0717.08 ••, l •; Expiration Date: 09/13/16 •••; •••; Approval Date: 01/22/15 ••• • • ••• Page 3of 9 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H 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: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H 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: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self-adhered. Anchor/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) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical (Optional) laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. .. ... . . . . . .. . .. . . . . .•• . .. ... .. . . . .. .. • . •.• •.. . .. •. ... . . . .... . • . • •. . . . .. . .. .. . . - NOA No.: 14-0717.08 JA MIAMFDADECOUNTY ••• • • • • •.• • • •••, , ; ;•; ; Expiration Date: 09/13/16 Approval Date: 01/22/15 . •. .. . . . •. .. Page 4 of 9 INSTALLATION REQUIREMENTS: 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-%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 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. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quarry slate roof assemblies.Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 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. Exp osure Limitations(days) MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G . ••• • • • • • •• Winter Haven, 180 90 180 •• j8Q•; V 8p•: •• 180 180 90 180 FL. . . Hazelton PA. I N/A 1 90 N/A 180 N/A N/A N/A N/A N/A 7. All products listed herein shall have a. assunce audit in.'•acoordance with the Florida Building Code and Rule 9N-3 of the Florida Administrativer Eo4e. • : : :• : : MIAMI•DADE COUNTY ••• • • • • ••• • • NOA No.: 14-0717.08 JAP .• : : :•: : : : Expiration Date: 09/13/16 • • • • • • Approval Date: 01/22/15 . .. .. . . . .. .. "' "' Page 5 of 9 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 Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual.Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. 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 Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus, Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens 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. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 J/Slope to ,k r S y, t Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. .. ... . . . . . •. .. . . . • . . .. . . . . ... . • • • .. ... .. . . . .. . 0 •0 . 0 •0 ••. . • . ... . . •. . . . . . . .. . .. .. . . •• MIAMaDADE COUNTY ••• • • • • ••• • • NOA No.: 14-0717.08 - a••RU, ; ; ;.; ; Expiration Date: 09/13!16 ;.••: *000:0 •••: Approval Date: 01/22/15 • • • Page 6 of 9 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) � t CL 12 : � rx sr r to Y 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are 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. MIAMFDADE COUNTY 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.: 14-0717.08 CM[UA%MHaCOUNTY Expiration Date: 09/13/16 • V: ' ' • ' Approval Date: 01/22/15 ••• • • • ••• Page 7of 9 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, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,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 77/12"or greater. It is suggested that on pitch/slopes in excess of 6 VV/12",precautions should be taken,such as the use of battens to prevent rile 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,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement 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 can be furnished upon request by our Technical Services Department by calling 1 (800)894-4563. .6 **: : : . . . .. . .. . . . . ... . . . . . . . . . .. ... .. . . . .. . ... . ... ... . ..: . ... .. . . . .of* . . . . . . . . .. . V :0 *04 MIAMI•DADE COUNTY ... . . . . ... . . NOA No.: 14-0717.08 •• ; ; ; off : : Expiration Date: 09/13/16 : : * Approval Date: 01/22/15 0 go* Page 8 of 9 e 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800)894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .. •.+ . . . . . +. . .. . . %: 0 . .. . . . . ... . . . • *so : : • .. ... .. .. . +.• • •.+ +.• . . . . ... .. . . . . .. . .. . . . . . .. . .. .. . . ... . . . ..+ . . NOA No.: 14-0717.08 MAMFDADE COUNTY •••� � ; ; ; ;.: ; : ; Expiration Date: 09/13/16 �. AA. pproval Date: 01/22/15 A. Page 9 of 9