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RF-16-2665 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-269576 Permit Number: RF-9-16-2665 Scheduled Inspection Date: November 02,2016 Permit Type: Roof Inspector: V- --' . . 60',\\1C r MID D ICAZ Inspection Type: Final Roof Owner: RODRIGUEZ,MARY Work Classification: Repair Roof Job Address:86 NE 108 Street Miami Shores, FL 33161- Phone Number Parcel Number 1121360110010 Project: <NONE> Contractor: MIAMI ROOFING SYSTEMS,INC Phone: (305)754-5554 Building Department Comments REPAIR 4 X 4 TILE ROOF AREA WITH SAME TILE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-268110. Need to provide up lift test. r I Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid November 01,2016 For Inspections please call: (305)7624949 Page 30 of 51 Lab Report No. 126598 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY C.A.#30448 Lab Certificate#13-0507.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106 PROPERTYADDRESS: 86 NE 108*St.,Miami Shores PERMITNo: RF-9-16-2665 owNER: Mary Rodriguez ROOFING SQUARES. I CONTRACTOR: Miami Roofing ROOF PITCH.• 2.5:12 TILE TYPE: Double Roll INSPECTOR nvffws. AB ATTACHMENT. Polyfaam TESTDATE.• 10/27/2016 Testing E ui ment: Di ital Chatillon DFIS 200 Test Tabulation Requi Testin Force:35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1-2 Passed THIS ROOF HAS:PASSED ® FAILED Q THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. Not Tested 51 . 1 Sincerely, Gregory Arias,P.E. Lic.No:73071 41 FRONT 10735 SW21e St. Urtit416 Tel:305-256-4550 Page 1 of 1 Miami FL 3�1701'j;;, www.FloridaTEC.net Fax:305-256-6833 �� y{ +43�'� ME, F Miami Shores Village , � 3 �; 10050 N.E.2nd Avenue NE s #" ps Miami Shores,FL 33138-0000 ' It Phone: (305)795 2204 AP ROVER ' �ueoat+e.1 17 016' _ Expiration: 4/06/2017 Project Address Parcel Number Applicant 86 NE 108 Street 1121360110010 Miami Shores, FL 33161- Block: Lot: MARY RODRIGUEZ Owner Information Address Phone Cell MARY RODRIGUEZ 86 NE 108 ST MIAMI SHORES FL 33161-7036 Contractor(s) Phone Cell Phone Valuation: $ 1,050.00 MIAMI ROOFING SYSTEMS, INC (305)754-5554 Total Sq Feet: 16 Type of Work:Repair Available Inspections: Additional Info:REPAIR 4 X 4 TILE ROOF AREA WITH SA Inspection Type: Classification:Residential Roof Repair Scanning:3 Final Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee Invoice# RF-9-16-61503 $2.00 09/28/2016 Credit Card $50.00 $66.20 DCA Fee $2.00 Education Surcharge $0.40 10/07/2016 Credit Card $66.20 $0.00 Permit Fee-Repairs $100.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $116.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDO DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify t all a foregoing info tion is a rate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fut ore, authorize the abov na ctor to do the work stated. October 07,2016 Autho ' d Signatu .Owner / p cant Contractor / Agent Date Build in partment y October 07,2016 1 a 9 (0 Miami Shores Village 6U� R E CEwEb Building Department SEP 2s Z i6 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 5-t� FBC 201(. BUILDING Master Permit No. �= 162- 70&5- PERMIT APPLICATION Sub Permit No. r-1 BUILDING ❑ELECTRIC ROOFING ❑ REVISION ❑EXTENSION ®RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ?LO NE IO 2 s� City: Miami shores County: Miami Dade zip: 331x_ Folio/Parcel#: I l -al No-- QI 1 - 0010 Is the Building Historically Designated:Yes NO 1�- Occupancy Type: Load: pConstruction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Iv►CtY1{ �ydl'IaV eZ Phone#: Address: ALO IUG 60g bl City: MIQVri- 410re1.% State: zip: v31(4I Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: C%Yy1% ""R "I l?1S Phone#: Address: Leu ri til W to 1 tr City IM%QYr+n State: 4--71 zip: 13V 450 Qualifier Name: �Qrl Cel (� a Phonexmjs)� f�s State Certification or Registration#: Com_ 1356&11 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: ! (,O Type of Work: ❑ Addition ❑ Alteration ❑ New XRepair/Replace ❑ Demolition Description of Work: 2g9G�i r- rac* are, li'o", E ;Pi stun J-r�- Specify color of color thru tile: M Submittal Fee$ - Permit Fee$ `� (3) CCF CO/CC$ Scanning Fee$ . �!� Radon Fee$ DBPR$ Notary$ Technology Fee$ '60 Training/Education Fee$ 0 Double Fee$ structural Reviews$ Bond$ TOTAL FEE NOW DUE$_ ffo - (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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$250, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OW ER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The fore omg instrument was acknowledged before me this day of SCp 1:Q,W► 20iC�,bye� day of 20 /(o .by hal (Lott,haWI? who is personally known to 7270Y1G21 64JCa o is oersanalty known t V me or who has produced `� L asr who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Signih L Sign: Print EZ Print: Notap POOR a e o a :+• Notary Publi e 07 r1or, Seal. :N •.c Co mission GG 000312 Seal: '` =;, �• Commission M GG 000312 •.',;�of mll". My Comm. xplres Jun 7,2020 :°�f F,o?o' My Comm.Expires Jun 7,2020 %,,.,....a• wwwwwwwwwwwwwwwwwwwwwwwwwwwwww wwwwwwwwwwwwwwwwwwwwwwww'►wwwwwwwwwwwwww*wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww APPROVED BY ® Plans Examiner Zoning Structural Review Clerk (Revised /24/201e) ., ��� � r`. nn iami pores V ilia e 9 VM. Building Department 10050 N.E.2nd Avenue ��R�®p► Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: g_ .-'n h 10050 NE 2nd Ave Miami Shores, F1331�JLIYIJ 38 Re: Owner's Name: �A6!q400'77 Property Address: !RU IOk Roofing Permit Number: Dear Building Official: l a;,ra, certify that I am not required to retrofit the roof to wall connections of my building because: XThe just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00, Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) Signature -' Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she ' the owner for the above property mentioned. Sworn to and subscribed before me this 70-% MAR MA No y Pu c- e Florida Notary Public, Sate of Florida at Larg 1 000312 om x i • when the just valuation of the structure for a taxation Isual t or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building applicatton from a General Contractor for the Roof to watt connection Hurricane 144ation. Revised on 5/21/2009 , � ., � r ,.. ��f. .P �, v I r y RECEIVED SEP 2 8 2016 Me ~ ` HiLA VELOCITY HURRICANE Z SECTION 1524 ONES—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 renailed in accordance with the current provisions of Section 84403.(The roof deck is usually concealed prior to removing the existing roof system). 4• � Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from Flow.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. t'' '---Overflow scuppers(wall outlets): It is required that rainwater flows off so that tate roof is not overloaded from a buildup of water.Perimetededge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402,R4403 and R4413. Owner/Agenfs Signature a ntraiftrlg����Date 8(� N r /o k z1-14- Property Address Permit Number Revised on 719/2009 M07/0112015; 01 i i �•i i l i i f•` �''-[� �3g� DATE 7/c • • • • • • •• j �� ' ' • ' • • I13j-C-rTO COMPLIANCE WITH ALL FEDERAL -Yfit 11 ES AND REGULATIONS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Goo 06. :00 900 . .. . ... .. .. . . .. .. ... . . ... . . ... . ... 000 . .. ... . •.. . . . . . . . . . . :.o 066 000 000 000 .. •.. . . ... . . . . ... . . . . . . . . . . .. .. .... .. .. .. .. . . . . ... ROOF ASSEMBLIES AND ROOFTOP STRUCTURES s SECTION 1525 1 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 1 1 Florida Building Code 5th Edition (2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form 0 1 INSTRUCTION PAGE 1 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT 1 APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: 1 1 Roof System Required Sections of the Attachments Required Permit Application Form See List Below i 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 1 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 1 Other As Applicable 1,2,3,4,5,6,7 1 1 1 ATTACHMENTS REQUIRED: 1 1. Fire Directory Listing Page 1 1 2. From Product Approval: 1 Front Page 1 Specific System Description Specific System Limitations 1 General Limitations 1 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 1 .. ... . . . . . .. • . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... .. . . . . . . . .. . . .. . . . . . . . . . . •• . • . • . • . • 15.36 i i • i i•i i i •Fi:DRIDA BUILDING CODE--BUILDING,5th EDITION(2014) Copyrlghitp,pr lyp..A Zjy.ft4jA1 jNGV RWRVED);accessed by Eliczcr Palacio on]un 8,201510:32:12 AM pursuant to Licensc Agreement.No further reproductions authorized. .. . . . . . ... .. . ... . . . . .. . . . .. . . . :04 .. . .. •.. . .•. . • . . . . .. . . . . . ..• too . • . • . • .. . • • 0:0 •• • • • • 0:0 •• • • • • • • • • • • •• •• • • • •• •• • SCORES lf0e ,,,,,t" Miami Shores Village h-FAF7*Ee to Building Department �LOR10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ROOF PERMIT REQUIREMENTS 1. PERMIT APPLICATION. (SIGNED AND NOTIREZED BY BOTH OWNER AND CONTRACTOR) 2. OWNERS AFFIDAVIT OF EXEMPTION, F.S. 553.844 3. AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION FOR HURRICANE MITIGATION. 4. PRODUCT APPROVAL. ( 2 SETS) o Front page. o Specific system description. o Specific system limitation. o General system limitations. o Fire Directory Listing Page. 5. DESIGN CALCULATIONS PER CHAPTER 16. OR IF APPLICABLE RAS 127 OR RAS 128. ( 2 SETS) 6. ROOF PERMIT PACKAGE (2 SETS) 7. OWNERS ROOFING CONSIDERATION (REROOFING ONLY) 8. $50 SUBMITTAL FEE. GO •• ••• •• • • • •• REVISED ON 719/09;Q7/01/201% ... ••• •• . . . . . . .. . . .. . . . . . . . . . . .. . . . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. ... ...• .. .. ... . . . . .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . .• ..• . ..• . ... . • . .. ... . . . . . .. . . *00 . . 099 .. . . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... Jl1%ilU{1/'1ID MIAMI•DADE Miami-Dade County HVHZ Electronic Roof Permit Form Em "Delivering Excellence Every Day„ Section A(General Information) Master Permit No: Process No: 1-7-71 Contractor's Name: MIAMI ROOFING SYSTEMS Job Address: 186 NE 108 ST Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof ❑ Re-Roofing ❑ Recovering Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) Steep Sloped area (ft.')1 7 Total (ft.2) Section B(Roof Plan) ;Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a'x a'): i r f l�`✓75°' f G��✓j' 1>471���CS�- 1�'li r'~ �.-F�,�%''v� l�%��ntGl' !'�o 4 •• ''1 • • • • • • •• f 66 j • • • • • • •• • • • •• • • • • • • • • i i i j ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • r .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . .. ... . ... . . . .. . . . . . . . . . . . . . . . .. . . . . 000 000 .. . f. . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... 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 Roof System Manufacturer: Sul et C ew ! Notice of Acceptance Number. y — y(0 05 , Q 3 1 Minimum Design Wind Pressures If Applicable(From RAS 127 or Calculations): P1: - 9. I P1: P1: —100.7 1 1 1 Deck Type: i 1 ! 1 Type Underlayment: Roof Slope: 1 01.5 12ii Insulation: _ �j 14 — 1 1 Fire Barrier: 1 Ridge Ventilation?– Fastener Type &Spacing: Adhesive Type: Type Cap Sheet: 1 Mean Roof Height: 1 c�. ` Roof Covering: 1 1-51, L "t Type 8,Size Drip � � 0 I Edge. 1 � 1 ' a .. .•• . . • . . .• • . .. • •. . • . . ••• . . . . . . • . • .. ... .. . . . .. . ••. . ••• .• . . • . . . •• . . .. . . . 00 . . .00 . . . •• . • . • . • . . FLORIDA BUILDING CODE--BUILDING*5thkDITIbN:(%4)i i • i 15.39 IN ' f , , CopyrighW%*W I•�cnA:y,UTAlj,=2 OV RWVED);accessed by Niezer Palacio on]un S.201510.32:12 AM pursuant to License Agrcernent.No further reproductions authorized. .. . . . . . ... .• .• . . . ... . . . . .. . ... . . . . . ... ... ... 0.. . .• ..• . ..• . . . .0. . . . . . .. 000 000 . . 000 .. . . . ... . . . . ... . ... . . . . . . . . . . . . . .. .• . . . .. .• . . . ... . . . ... ROOF ASSEMBLIES AND ROOFTOP STRUCTURES a Florida Building Code 5th Edition (2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section E(Tile Calculations) 1 For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from Mt. If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. 1 1 _ Method 1 "Moment Based Tile Calculations Per RAS 127" 3 1 (P1: _fx 7i•aCjl =J�.3 _Mg;c�71=M,, 7 Product Approval M, 09.5 1 (P2:70ff lx;, ?4l=14,81 )-Mg: 4.71=M2 )5.10 Product Approval M, c9q. 1 (P3-TOb?x7 .9ci1 =off -Mg: 4.71=M,au,59 Product Approval K 76_1q, 3 1 Method 2"Simplified Tile Calculations Per Table Below" r��x 1 Required Moment of Resistance(M)From Table Below Product Approval Mf 5iv� 1 M,required Moment Resistance' 1 Mean Roof Height 1 Roof Slope 15' 20' 25' 30' 40' 1 2:12 34.4 36.5 38.2 39.7 42.2 1 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 1 5:12 28.4 30.1 31.6 32.6 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 24.4 25.9 27.1 28.2 30.0 1 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and 1 Appeals. 1 For Uplift based the systems use Method 3. Compared the values for F'with the values for Fr. If the F'values are greater than or 1 equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. 1 1 Method 3"Uplift Based Tile Calculations Per RAS 12r 1 (P1: x L _ x w:_ )-W: x cos 0_=F,, Product Approval F'T (P2: x L - x w:= }-W; x cos 0 =F,2 Product Approval F' 1 (P3: x L = x w:= )-W: x cos 0 =Fra Product Approval F 0 1 Where to Obtain Information i Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site 1 Roof Slope 0 Job Site 1 Aerodynamic Multiplier 1 Product Approval 1 Restoring Moment due to Gravity Mg Product Approval 1 Attachment Resistance ••• BVI, Product Approval 1 Required Moment Resistance s• Calculated 1 Minimum Attachment Resistance ••• •• ••�'••• ••• Product Approval 1 Required Uplift Resistance F, Calculated 1 Average Tile Weight G•* *woos •• • Product Approval 1 Tile Dimensions I. =length Vtt=widt • • i Product Approval I# All calculations must be submitted to th#:t!ldljstj offidtailat tllFtime tyj Peal ?application. 1 •.• • • • • .•. • • 15.48 ; ; . ; ;• ; •FL:)RIDA BUILDING CODE-BUILDING,5th EDITION(2014) b ► ! i l ! 11151 Copynghl tj Qr b1A-i 0,.tW TA4hGj9 REVVED);accessed by Eliezcr Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agrccment.No farther reproductions authorized. MIAMI-DARE COUNTY MIAMI-DADE PRODUCT CONTROL SECTION ® 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Sulacer USA,Inc. 6801 NW 77 Avenue,Suite#302 Miami,FL 33166 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: Altusa "S" Clay 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'§tr'•rIM pftiOe4 tp•the user by the manufacturer or its distributors and shall be available for inspection at the jot-site airtle r�eWe.ct vfihe�Building Official. •• ••• •• • • • .• This renews and revises NOA No. 12-1203.07 consists of pages I through 7. The submitted documentation was reviewed 4 Juati E.gQllao,J.A.. . . . . . . % . . .. . . . . . • . . . . . . .. •. . • . NOA No.: 14-0605.03 MIAMI-RADE COUNTY Expiration Date: 08/26/19 • Approval Date: 08/28/14 •• •• • • • •• •. Page I of 7 ••• • • • ••• • • .. . . . . . ... .. . ... . . . . .. . • • •• • • • • • • • • • • • • • • • •• • • • • 000 • • 0 • • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Altusa "S" Clay Roof Tile as manufactured by Sulacer, S.A. de C.V. and distributed by Sulacer USA,Inc., as 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 Altusa"S"Clay Roof Tile Length: 18.75" ASTM C 1167 High profile, one-piece, `S' shaped single roll clay Width: 10.75" tile with a nominal 2-'/2 inch headlap. For direct Thickness: 0.46" deck nail-on,mortar set,or adhesive set Height: 3.6" applications. Trim Pieces Length: varies TAS 112 Accessory trim, clay roof pieces for use at hips, Width: varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1. MANUFACTURING LOCATION 1. Pimienta Cortes,Honduras 2.2. EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date American Test Lab of South RT0426.01-11 ASTM C 1167 05/07/11 Florida American Test Lab of South RT0706.01-11 Static Uplift Testing 07/11/11 Florida TAS 101 American Test Lab of South 2397-116 ASTM C 1167 06/28/07 Florida American Test Lab of South FJQJ121T2�13. . . .. ASTM C 1167 07/19/13 Florida : •• • • • • . .. . . ... . American Test Lab of South •f2T8;;4.0 .14•• : : •.• ASTM C 1167 07/29/14 Florida American Test Lab of South .0.1*168080r140: .•• .•.Aerodynamic Multiplier 08/13/14 Florida ••: • '•• •• •• ltea4oring Moment Calculations NOA No.: 14-0605.03 MIAMI•DADE COUNTY • • • • Expiration Date: 08/26/19 Approval Date: 08/28/14 •i i i • i i•i i i • i •i• i• •i ••• • i• 0i Page 2 of 7 .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . .. ... . ... . . . . . . . . . . .. • . . . see . • •. . • • •.• • • s • ••. • • • • • • • • • • •• •• • • • •• •• • The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7200-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 . (Quick-Drive Screws, Battens) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-78 TAS 100 Celotex Corporation Testing MTS 520649 TAS 102(A) May 2000 PRI Asphalt Technology,Inc. CLF-003-02-01 TAS 102 October 2001 Redland Technologies 7161-03; Appendix III TAS 102 Dec. 1991 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 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 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... .. . . • . . . •• . . .. . . . 09 . . . . . . •• . • . • . • . • NOA No.: 14-0605.03 M AMMADECOUNTY Expiration Date: 08/26/19 • • 0 :0 :• • •• • Approval Date: 08/28/14 • • • • • • •• ••• •0 • • •• •• Page 3of7 .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . .. ... . Or . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami-Dade Product Control 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. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 3.8 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Altusa `S' Clay 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(W) and Dimensions (1 x w ) Tile Profile Weight-W (lbf) Length-I (ft) Width-w (ft) Altusa "S" Clay Roof Tile 6.5 1.56 0.9 Table 2: Aerod namic Multipliers -2, ft Tile x (ft) (ft ) Profile Batten Application Direct ication Altusa"S" Clay Roof Tile 0.269 0.291 Table 3: Restoring Moments due to Gravity -Mg (ft-lbf) 214: 12" 3": 12" 411: 12" 5": 12" 6": 12" 7": 12" or greater Batten Direct Batten Direct Batten Direct Batten Direct Batten Direct Batten Direct Deck Deck Deck Deck Deck 4.70 4.71 4.63 4A65. . 4.54 . A.57 .4 4.43 4.46 4.30 4.34 4.16 4.21 . .. . . . . ... . .. ... .. . . . .. . ... . ... .. . . . . . . . .. . . .. . . . . . . . . . . .. . . . . . . . . NOA No.: 14-0605.03 MAM•DAQ,COUNTY .:. : : : .:. : : Expiration Date: 08/26/19 • . V: . . . Approval Date: 08/28/14 : :•.•: : : :.�•: Page 4of7 ... . . . ... . . .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . .• ..• . ... . . . .• . . . . . . . . . . . . . . . .. . . . . . . 000 .. . . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mechanically Attached Sys ems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" plywood) (Min. 19/32" plywood) Altusa "S" 2-10d Ring Shank Nails 28.6 41.2 19.4 Clay Roof Tile 1-10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 .#8 Screw 28.7 28.7 18.1 2 48 Screws 58.2 58.2 26.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Clip) 1-10d Smooth or Screw 29.3 29.3 24.0 Shank Nail Eave Clip) 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Clip) 2-10d Smooth or Screw 38.1 38.1 41.8 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 Resi e Altusa "S" Clay Roof Adhesive 9.3 3 Tile 2 See manufacturer's component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. 3M 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 Altusa "S" Clay Roof 3M T. 2-Component Foam Roof Tile Adhesive AH-160 66.5 4 Tile 3MTM 2-Component Foam Roof Tile Adhesive AH-160 1 38.7 5 3M 2-CDrro;<wmnt Foarm Woof.Tile Adhesive AH-160 52.056 4 Large paddy placement of 63 grams of 3N 2'; prr-jidjieri:odrr Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grants c4a;d' 2:C-,`nqa ohent Foam Roof Tile Adhesive AH-160 6 Large paddy placement of 70 grams of 3W 2-Component Foam Roof Tile Adhesive AH-160 . ... . ... .. . . . . . . . .. . . .. . . . . . . . . . .. . . . . 000 000 NOA No.: 14-0605.03 M(AMFD®� • Expiration Date: 08/26/19 • Approval Date: 08/28/14 • •• •• • •' Page 5 of 7 ... . . . ... . . .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . .. ... . ... . . . .. . . . . . . . . . . . . . . .. so* . : 000 000 .. . 60 . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa "S" Clay Roof Tile Mortar Set 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved". ALTUSA MADE IN HONDURAS LABEL FOR ALTUSA"S"CLAY ROOF TILE. (LOCATED ON THE UNDERSIDE OF TILE) G. 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.: 14-0605.03 MIAMMADECOUNTY • • • . . . ... . . Expiration Date: 08/26/19 • • ; ; Approval Date: 08/28/14 •% ;• •; •�• •;� :• •: Page 6 of 7 .. . . . . . ... .. . ... . . . . .. . . . .. . . . .. ... .. . .• ..• . ... . . , .• . . . .. . . . . . . . . .. . . . . . . *00 .. . . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... PROFILE DRAWING • 18-3/4" 10-3/4" •• ALTUSA `S: CL4y ROOF TILE .. . . ..• 0. • . • . • • • .. ... .. . . . .. END OF THIS ACCEPTANCE *:a . ... .. . . . . . .. . . .. . . . . . . . . . 000 ago HLAMFDADE COUNTYNOA No.: 14-0605.03 •�• � � � � 0:4 Expiration Date: 08/26/19 i : • s V: : • Approval Date: 08/28/14 • •• •• • •• 0 ' Page 7 of 7 .. . . . . . ... .. . .. ... . ... . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . ... . . . . Or .. .. . . . .. .. . MIAMI-RADE COUNTY MIAMaQAI PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econoniv ICP Adhesives and Sealants,Inc. 12505 NW 44'h Street Coral Springs,FL.33065 SCOPE: This NOA is being issued under the applicable rales 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 expiation 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: ICP Adhesives Polyset®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 NOS nuV:*b%*t•pr_adad Jy:t.he words Miami-Dade County, Florida, and followed by the expiration date may be displayed.ih adteftjy'intJftejaJtrj,elf any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of jlti$ e*ire bj,+E1�R s4 all b,prolided to the user by the manufacturer or its distributors and shall be available for inspectio':at dw job•s'Ne Itth �rdg4e�t( 'the Building Official. This NOA revises NOA 14-0805.01 and consists of pages I through 11. The submitted documentation vqmre?vievw•e6b1 Alex`igera. • • • Lo • • • • • • • • • • • • • • •• •• • • • •• •• �i®� T NOA No.: 16-0315,01 .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . .• ..• . ..• . . . . . . . 600 . . .. . . . . fee . . .. . . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... EVIDENCE SUBMITTED: Test Asency Test Identifier Test Name/Reyort 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 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 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. ICP Adhesives Polyset* AH-160 shall solely be used with flat, low, &high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Flopft A"iftr4riyeCjdj.•- . .. . . . . ... . .. ... .. . . . .. . ... . ... .. . ...• . ... .• ••. . . . . . . . . .. . . . . . . NOA No.: 1&0315.01 MiAMaDADE COUNTY so ' ' ' ' ' Expiration Date: 05/10/17 �ggams Approval Date: 04/07/16 ••• • • ••• • • Page 3 of 11 . . . . V: . . . . . •• •• 00 • •• .. ... . . . ... . . .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . .• ..• . ••• . . . .. . . . . . . . . . . . . . . . .. . • Goo . • . • •• . • 0 • • • • • • • • INSTALLATION: 1. ICP Adhesives Polyset' AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset' AH-160. Z. ICP Adhesives Polyset® 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 ICP Adhesives Polyset AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value 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. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 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). 6. ICP Adhesives Polyset AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPack`' 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within l to 2 minutes after ICP Adhesives Polyset AH-160 has been dispensed. 9. ICP Adhesives Polyset' 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. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . •• . . .. . . . . . . . . . .. 000NOA No.: 16-0315.01 MIAMFDAPECOUNTY •• • • ' ' Expiration Date: 05/10/17 Approval Date: 04/07/16 ••• ••• Page 4of11 . . . . V: . . . . . •• •• . • . •• •• ... . . . ... . . .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . .• ..• . ... . . . .• . 0.0. . . . . . . . . . .. . . . . so* *00 .. . . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. CMAMIM&ADECOUNTYM BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . •• . .. . . . . ... . .. ... .. . . . .. . •.• . ... .. • . . 00.0 . v . . •* • 0 NOA No.: 16-0315.01 MIAMhDADE COUNTY •. .. . . .•. .•. . . Expiration Date: 05/10/17 Approval Date: 04/07/16 "' ••• • • Page 5 of 11 . . . . . . . . . . 0:0 :. .. . . . .. 0• •• . • . . . ... .. . . .. ... .. . .. ... . ... . . . .. . . . . . . . . . . . . . . . .. . .. • oe . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .: .:. ADHESIVE PLACEMENT DETAIL# 1 N.athrough plawcc•eft"t Paddy Oeoomh MU) Flat/Low Profile Tile totwaa r•quit•dt utsd•rtaym•nt 1. Starting at the eave course,apply a minimum 2" ;. (50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown, ..., `" under the strengthening rib closest to the overlock 1t ` of the tile being set. �w all t 2Ar, Uwe course 2. Continue in same manner. Insure approximately 17 F (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 2� Medium Profile/ Double Pan Tile Nail through plastoc cement 1when required) P•ddpio.n•rthril•1 1. Starting at the eave course,apply a minimum 2" ilnd«layna.nt `� (50.8 mm)x 10" (254 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 "Mtenf•ptionai ' ` .•* ;-:,. ''4 (109.7 cm2)—23 (148.4 cm2) square inch adhesive .� <'.r • contact with the underside of the tile. toi� "VC Closut• Eare Course faacas N.0 through pl tt►t t.7J••trt High Profile/Single Pan Tile (e919n required) Paddy IR.n•ath 7001 � �� � `�• 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10" (254 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown i. n„ rl.. under the pan portion of the tile closest to the 14e:2 in. " "`d° overlock of the the being set. Battons < }' 2. Continue in same manner. Insure approximately 17 opcbnal :'' (109.7 cm2)—23 (148.4 cm2)square inch adhesive 1 .. .,�•. ,. ` , .. contact with the underside of the tile. i 00 e Coutts • •�� •x •..-a• • • • 19 in 2 in E*"closure •. �f r .. Dripodt2c • • • • • • • • •• • • •• • • • • • • • • • .. • NOA No.: 16-0315.01 MiAMt•DADECOUt+1TY " ' ' ' • • Expiration Date: 05/10/17 • t Approval Date: 04/07/16 ••• • • ••• • • Page 6 of 11 . • . . . • • • . . . .. •• . • • .. •• ... . . . ... . . .. . . . . . ... .• . ... . . . . .. . . . .. . . . .. ... .. . .• ..• . ..• . . . .. . . . . . . . . . . . . . . . .. . . 000 000 see .. . . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... ADHESIVE PLACEMENT DETAIL# 2 Akin through Plaatic crmwnt Paddy.Beneath rA*t Flat/Low Profile Tile twhtao►ortuisedl und•teaymtnt `i " 1. Starting at the eave course, apply a minimum 2" (50.8 mm)x 10" (254 mm) x 1" (25.4 mm)foam paddy �., onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of ' 'i" ` 'i in. 1" ' the tile being set. Insure approximately 17 (109.7 cm2) 23 (148.4 cm2)square inch adhesive contact with the , ,. . underside of the tile. Faro Coutes A ` • 4 t 2. At the second course, apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1" (25.4 mm) foam paddy onto the z., underlayment positioned as shown under the strengthening rib closest to the overlock of the tile Eatoe C{osare . _ r being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm')square inch adhesive contact with the underside of the tile. Medium Profile/Double Pan Tile Nail through ptastic ceonent (when required) Paddy llStneath tile) 1. Starting at the eave course, apply a minimum 2" (50.8 mm)x 10 (254 mm) x 1 (25.4 mm) foam paddy undert.ytawnt \. - <' �•.� onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the S. tile being set. Insure approximately 17 (109.7 cm')— ' '+ ri'�, `r :, 9 ,' ~` 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2 (50.8mm) ion+ , g� ?�,• �~� x 7" (177.8 nun)x 1" (25.4 mm)foam paddy onto the E&"Grow. underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14(90.3 cmz) square inch adhesive contact with the underside of the tile. • 00: •• (Instructions continued on next page) • . .. ... .. . . . .. . ••• . ••• .. • e e e e 60 • • . . •' ' • .. . NOA No.: 16-0315.01 . . . . . . rt mmnADEcouNw •• 0 0 0 0 0 Expiration Date: 05/10/17 t t Approval Date: 04/07/16 ••• • • • Or . Page 7of11 . . . . . . . . . . . •• •• . . • .. •• ... . . . ... . . ADHESIVE PLACEMENT DETAIL# 2 (CONTINUED) MailOwougnplastte<@ ., p.aay�a•r�..ttirii.f High Profile/Single Pan Tile iW%en ra4uirod7 ood..taym.nt'-� `•- 1. Starting at the eave course, apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1" (25.4 mm)foam paddy onto the underlayment positioned as shown under the 1� pan portion of the tile closest to the overlock of the the being set. Insure approximately 17(109.7 cm2)— 7 in. , tin. �.,, `�, ;,, q ,/ 23 (148.4 cm2) square inch adhesive contact with the Battens 006anat f �.�. '� + ,, � underside of the tile. �• s.'`-`''�. tj 1- F%;,,-�` 2. At the second course, apply a minimum 2 (50.8mm) • E c. - i� . .`.`=Fascia x 7"(177.8 mm)x 1" (25.4 mm)foam paddy onto the —, 1Ye«pna3r underlayment positioned as shown under the pan ,0o' 210* portion of the file closest to the overlock of the tile � Drip edge . fi ,e "' being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm') - 19 (122.6 cm-')square inch adhesive contact with the underside of the tile. .. ... . . . . . .. . .. . . . . ... . • .. ... .•. .. . . .. . ... . ••• •• . . . . . . . .. . . .. . . . . . . . . . • •• • NOA No.: 16-0315.01 MIAMI DADE C=NT a• a 0 0 • O Expiration Date: 05/10/17 Approval Date: 04/07/16 •;' ; ; ; ';' ; ; Page 8 of 11 ••• . • • ••. . • ADHESIVE PLACEMENT DETAIL# 3 rel digaugh piasdc ceaaent Paddy(bewmen tiles) 4Wt•rnre edF,` /` 1. On the eave course only, apply a minimum 2" (50.8 Battenso;WonalPaddy iva►dex aYee mm) x 10" (254 mm)x 1" (25.4 mm)foam paddy i � onto the underlayment positioned as shown,under the strengthening rib for flat tile or under the pan c•topoftae portion of the tile for low or high profile file closest to the overlock of the tile being set.Leave 4x4iM - s�!` approximately 4" (10 1.6 mm)up from the eave pa"Yedge free of foam to prevent the expanded adhesive x4�,- � from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.4 cm ) of Fascia adhesive contact with the underside of the tile 2. Apply a 4 (101.6 mm)x 4 (101.6 mm)x V (25.4 mm) foam paddy onto the underlayment just below ffattf oar Profile Tfle the second course line positioned foam paddy under the strengthening rib for flat tile, or under the ladu"gh Oasuc cerwnt under tie pan portion of the tile, closest to the underlock for twhen"ireco r � P."fbet tai the second course the to be installed. Insure approximately 8-9 in' (51.6-58.1 em )of adhesive ' t" 'Mel contact with the underside of the tile. on top of �� _ � ~` (Instructions continued on next page) x 41n. i x 4 in 1t4Sw4e p - �. .. Ewe Owure ��f f Eavettwrse' �' �'+---fascia Medium Profffe Tile •• ••• •• • • • •• • • • • • • •• • • °• •• • ••• • : : NOA No.: 16-0315.01 °• • . • MIAMNDADE COUNTY Expiration Date: 05/10/17 Approval Date: 04/07/16 °°° ° ° ' °•` • • Page 9 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • ••• • • • • •• • see *so • • ••• • • • • r+• • • • • • • • • • • •• •• • • • •• •• • ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) W dvough plastic cement- Sia4e paddy wader tits 4afien reepaBedl / 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x 3/<" 'red. pticaes' (19 mm)paddy on top of the eave course tile Battemf. � Pad�� , surface as shown,on top of the strengthening rib OptionatY.: for flat the or on top of the pan portion of the tile, closest to the underlock of the first course of tile. A `` Install second course of tile. Insure approximately 4x4i& 9 (58.1 cm2) - 11 (71cm2)square inch adhesive ' . contact with the underside of the tile at the overlap paddyand 7 (45.2 cm2)-9 (58.1 cm2)square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Ewe cowse yFasda Weephdie to in', ain. Eave dowre f Ddp edge MMMOMMIMMMMS High Profile Tile •• ••• • • • • • •• • •• • • • • ••• • • ••• • ••• •• • • • • • • • •• • • •• • • • • • • • • • • •• • • • • • • • • NOA No.: 16-0315.01 WMIAMMADECOLIMM Expiration Date: 05/10/17 Approval Date: 04/07/16 •�• •�• Page 10 of 11 • •• •• ••• • •• •• ••• • • ••• • • .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . .. ... . •.. . . . .. • . . . • 00. . • . .. . • . • . • . • .• . . . ... • • • • ..• •• •• • • • •• •• • ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel (Cap and Pan)Tile 1. Starting at the eave.course,apply a minimum T' t)Place ctwithenough adhesive to achieve tis to 70 sq in. Steep pitch red) tions 50.8 mm x 10" 254 mm x 1" 25.4 mm foam in contact with the pan tile. (when required) ( � ( ) ( 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as tot in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.in.contact area. a�. o tiles from rocking until adhesive has a chance to r Underlayment "^ .� cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2)—70 (451.6 cm2) k' f Cs`s square inch adhesive contact with the underside s ,x v of the pan tile. Sheathing Save closure (motar shown) 3. Turn covers upside down exposing the underside Weephole Fascia Board of the tile. Apply a minimum 1"(25.4 mm) x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the save course cover tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4" (19 mm)to 1" (25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover the over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm') -25 (161.3 cm') square inch contact area on each side of the cover tie to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4" (101.6 mm)nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ••• . ••• •• . •• . .. . . . . . . . . NOA No.: 16-0315.01 MIAMhDADECOUNTY •• ' ' ' ' • Expiration Date: 05/10/17 t Approval Date: 04/07/16 ••• • ..• Page 11 of 11 . • • • • . . . . . • •• •. • . • .. •. ••. . . . ... . . .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . .. ... . ••. . • • • • • • • • • •• • • • . • • • • •. • • • . . • • • • • • •• •. • 000 .• •• • MIAMI wvlw i 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) wi%�v.miamidade.zov/economti Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 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 provided to the user by the manufacturer or its distributors and shall be available for inspection at the j©b*si1e:t Fh©raq ies: df th1'Building Official. 1-4 This NOA renews and revises NOA Nom.+ 47.b&an%coisi;sts*@tpages 1 through 8. The submitted documentation was reviewed by Gaspar.1 Rodriguez. . ••• . ... •• • . , 0:. 1. • .. •...�. NOA No.: 15-0410.04 rtE ca+ ro7 r ••• ' • '•• Expiration Date: 09/13/21 •" • Approval Date: 08/11/16 • • . • . . . . . . • •• •• • • • •• •• Page 1 of 8 .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. .. ... . •;• .•. . . .. . . . . . . . . . . . . . . . .. . Soo . . Soo •: •.. . . ... . . . . ... . ... . . . .. . . . . . . . .. .. . . . .. .. . . . ... . . . ... ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS , APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 33-1/8" ASTM D 1970 A fine granular/sand top surface self-adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location #I & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice &rain shield. Polystick Dual Pro 61' x 3'3-'/g" TAS 103 and A rubberized asphalt self-adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location #2 metal roofing and roof tile underlayment. Polystick Tile Pro 6 P x 3'3-}/g" TAS 103 and A rubberized asphalt self-adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Location #2 roofing and roof tile underlayment. Polystick TU Max 65'8" x 33-3/8" TAS 103 and A rubberized asphalt self-adhering, polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location #1 &#2 underlayment. mss; Polystick TU P 32'10" x 3'3-'/y" TAS 103 and A rubberized asphalt waterproofing membrane, glass- Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 33-'/8" TAS 103 and A rubberized asphalt self-adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick MTS 65'8" x 33-14" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 33-'/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3-%" •• *TAS 103 and• .Polyester reinforced, SBS modified bitumen membrane Manufacturing `JT�4j)lf)4• •wrtD a sanded back face and a granule top surface. For Location #2 ••• ••* ••o ••• : ��se.�t� roof tile underlayment systems. . ... . ... .. . . . . • . . .. . . •. . • • • . • . • Soo NOA No.: 15-0410.04 Ct"dl a'A«eE?E CClilrt 1 Y ••• • • • • ••• • • ,,,« �� ��I � : � :•� : : Expiration Date: 09/13/21 • • • • • • • • . Approval Date: 08/11/16 •i• V •i ••• •i• i• •i Page 2 of 8 .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . .. ..• . ..• . .. . . . . . . . . . . . . . . . .. . . see . . . . .. . . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Auncy Test Identifier Test Name/Report Date Trinity I ERD P 10870.09.08-R I TAS 103 12/04/08 P 10870.04.09 TAS 103/ASTM D4798 & G 155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.1 1 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 1 10/ASTM D4798 & D 1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM D1623 05/12/14 P46520.10.14 ASTM D 1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 10/07/14 P43290.10.14 ASTM D 1970 & TAS 110 10/17/14 PLYG-SC 10130.06.16-3 TAS 103 & TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 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 & G 155 07/06/09 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G 155 04/01/08 RX 14E8A TAS 103/ASTM D4798 & G 155 11/09/09 DX23D813 TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 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. MIAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be aj.�oglpanjeQ by.col;iq of.tre following: 1. This Notice of Acceptance. •• • • . .. . . . . ... . 2. Any other documents required by the $uildint OFficial or appllbble building code in order to properly evaluate the installation of this materials. ... . ... .. . . . . . . . .. . . .. . . . . . . . . . Soo .. . . . . . . . . NOA No.: 15-0410.04 e a ••• •• Expiration Date: 09/13/21 �•••� �••�� Approval Date: 08/11/16 '•• • ••• Page 3 of 8 .. . . . . . ... .. .. . . . ... . . . . .. . . . . . . . . .. . . . .. ... .. . .• ..• . ... . . .. . . . . . . . . . . . . . . . .. . . . . 000 *00 .. . . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... 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 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 IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, 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 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: Elastoflex S6 G, hot asphalt applied Surfacing: Sec 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 to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D .226 Type 11 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 laps. Membrane: Polystick TU Plus, self-adhered. Surfacing: See General Limitations Below. . .. . . . . ... . .. ... .. . . . .. . ... . ... .. . . . . . . . .. . . .. . . . . . . . . . . .. . . . . . • . • FNOA No.: 15-0410.04 sAh96�JWQE�f:SLJha'7't` ••• • • • • ••• • • e •; • • • • • Expiration Date: 09/13/21 • • • • • • • • Approval Date: 08/11/16 • .. .. . . . •. .• "' ' • • ••• • Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked fur protruding heads Re-fasten any loose deck 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 I 11. 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-'/z" 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. S. 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 Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus 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. Elastof7ex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table b(Ao"sfte r q p4ic a4icm.•Wolyglass reserves the right to revise or alter product exposure times; not to exceed the'fjreccCjlir�= C(1jijgjti%e limitations. '" oWe LimltatioM (Days) MTS IR-Xe Elastollex TCI TU P Tile Pro Dual Pro TU Max MTS Plus • •966 G •_ •.Pilus •• _ _ Winter Haven, FL 180 go -.:: • 1p. •I 80 • 180 180 180 180 180 Hazelton, PA N/A 90 ••• 64N/A6,0__6 NO • •NN • N/A N/A 180 N/A__ NOA No.: 15-0410.04 t��MI�3ieL)E�C3UIfl"f ••• • • • • •.• • • • • • • • • Expiration Date: 09/13/21 9 r • • ••• • • • Approval Date: 08/11/16 . .. .. . . . .. .. ••• • • 0 ••• 0 • Page 5 of 8 .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . .. ... . ... . . . .• . . . . . . . . . . . . . .. . . . . . . . . .. . . . ... . . . . ... . . .. . . . . . . . . . . . :0 . ... . . . ... 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus 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. 9. When loading roof tiles on roof tile underlayment for(direct-to-deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex Polystick TU Plus, TU P, Polystick Polystick S6 G Tile Pro, Dual Pro TU Max MTS Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 without battens Profiled Tile Prohibited 4:12 6:12 6:12 4:12 without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 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—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles— for all underlayments except Polystick MTS which shall be loaded onto battens. -tooting hies . ,6 Max. Per Stack) e { € 'y `<s Q r ! s 1L 2 3+ rY y N l0 Boot Ueok prepare(!wrath POLYSTICKTU flus •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • •• • • •• • • • • • • • • • • •• • • • • • • • • NOA No.: 15-0410.04 ! ; ; ; ;.; ; : ; Expiration Date: 09/13/21 i i•••i i i•••i Approval Date: 08/11/16 ••• • • ••• 6 • Page 6 of 8 •• • • • •• ••• •• • . • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • 0 • 00• • ••• 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AH.I) or the Miami-Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 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, 1 1 gauge ring shank type, applied with a minimum 1 5/g" metal disk as required in Miami-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 #t9 and It 10. 6. Battens and/or Counter-battens, as required by the the manufacturers NOA, 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 ''/a"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. ,• ••• • • • • •• 9. Repair of Polystick membranes is;9 be 4jcg4l:iltd%}applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplas 5"PrerJun"i-M$Dashing 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"e set and liiwd rolled in lace over the area needing such repair. Patching membrane shall be a minimum eft in,hey iri•ektfloar dilciA n� he repair should be installed in such a way so that water will run parallel to ors0er Ve tolipf a%?aps (%1hc*pltch. NOA No.: 15-0410.04 � �` ••• • • • ••• • • Expiration Date: 09/13/21 ;•'•; ; ; ; ;•••; Approval Date: 08/11/16 ••• • • • ••• • • Page 7 of 8 . . . .. . ... . . . . .. . . . .. . . . .. ... .. .. o.. ... . . .. . . . . . . . . . . . .. . . . . . . . . .. . .. . . ... . . . . ... . . ... . . . . . . . . . . . .. .. . . . .. .. . • • sem• • • • •�• 10. All self-adhered membranes must be rolled to ensure full contact with approved Substrates. Polyglass requires a minimum of40 lbs for a weighted roller for the rolling ofthe 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. 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 (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .• ••• • . see : : •• • •• • • . • . •• • • • • ... . . ••• . ••• .. . .. . . . .000 of* . . . . . goo V 000 i''+tlE i.t3+.1PdT tf ••• • • • • ••• • • NOA No.: 15-0410.04 " +WAi i Expiration Date: 09/13/21 �� • i•i i i i i i•••i i i s i•••i Approval Date: 08/11/16 000 0 • • ••• • • Page 8 of- 8