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RF-16-2858 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-270062 Permit Number: RF-10-16-2858 Scheduled Inspection Date: November 29,2016 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: PERROTTE, RONALD Work Classification: Repair Roof Job Address:250 NE 91 Street Miami Shores, FL 33150- Phone Number Parcel Number 1132060190420 Project: <NONE> Contractor: PUENTE ROOFING CORP Phone: (305)470-9970 Building Department Comments REPAIR TILE ROOF Infractio Passed Comments INSPECTOR COMMENTS False 10/31/2016-BOUNCE CHECK NO REVIEW OR INSPECTIONS TOTAL AMOUNT DUE IS$741.50 $500+$40=$540 $171.50+$30=201.50 11/23/2016-PAID Inspector Comments PassedCREATED AS REINSPECTION FOR INSP-269393. Need to provide up lift test. C'4� � Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 28,2016 For Inspections please call: (305)762-4949 Page 27 of 54 OWL V I,L Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123rd Avenue Miami,Florida 33175-1174 Tel:305-823-8008/305-397-6414 ENGINEER Fax:305-823-3300/305-884-8834 Website:www.reilehengincering.com November 7,2016 Puente Roofing Corp. 7321 Northwest 46 Street Miami,Florida 33166 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 250 Northeast 91 Street Miami Shores, Florida Information provided by client: Permit Number: RF-10-16-2858 Date Completion: November 3, 2016 Roofing Contractor: Puente Roofing Corp. Project Number: 16-1057 (Testing Laboratory Certificate# 11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet,and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Concrete Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection,the entire area of the roof was examined for loose tiles. Not less than one(1)tile in ten(10)of all components in the field area and one(1)tile in five(5)of all tiles in the perimeter and comer areas were physically examined. A minimum of one(1)test per every two(2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude Ghat the installation of the roof the at the above referenced project meets the test requirement outlined in the above-mentioned protocol., Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation / Mohamad Sonny Salleh,P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 250 Northeast 91 Street Miami Shores,Florida Submittals: Cover Page Page 2 thru 3 of 3 Drawing 16-1057 Reileh Engineering Corporation—Project Number-16-1057—Page 2 of 3 Report of TILE UPLIFT TEST for Residential Home 250 Northeast 91 Street Miami Shores,Florida Project Number: 16-1057 e Test Number Test Load b Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass Test 1-3 Perimeter, 4-7 Field Reileh Engineering Corporation--Project Number-16-1057—Page 3 of 3 NOf;TN 6 4 is oo � 2 D 01 NUMM OF t5r PEOMM - 100 5� O�InGe CAP T�sr I,oCA11oN FEW 4 COUP; - O 5� MIMMv 5? 13ol � M O MIMM 1715rANa,a- 3' L MNOTE5 005 11,� 1 C16—I Q�1 012a CAP - O COM ASA- 513' APPROX.kOCTr t5r LOCA11ON5,OT-.A5, AN12 t71WN51ON5 CIVIL Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123 Avenue Miami,Florida 33175-1174 Tel:305-823-8008/305-397-6414 ENGINEER Fax:305-823-3300/305-884-8834 Website:www.reilehengincering.com November 7, 2016 Puente Roofing Corp. 7321 Northwest 46 Street Miami, Florida 33166 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 250 Northeast 91 Street Miami Shores, Florida information provided by client: Permit Number: RF-10-16-2858 ate Completion: November 3, 2016 Roofing Contractor: Puente Roofing Corp. Project Number: 16-1057 (Testing Laboratory Certificate# 11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Concrete Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection,the entire area of the roof was examined for loose tiles. Not less than one(1)tile in ten(10)of all components in the field area and one(1)tile in five(5)of all tiles in the perimeter and comer areas were physically examined. A minimum of one(1)test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our.test results, we conclude that the instal14t%on of the roof tile at the above.referenced project meets the test requirement outlined!in"'t hE above-mentioned protocol. Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation r`As Mohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 250 Northeast 91 Street Miami Shores,Florida Submittals: Cover Page Page 2 thru 3 of 3 Drawing 16-1057 Reileh Engineering Corporation--Project Number- 16-1057—Page 2 of 3 Report of TILE UPLIFT TEST for Residential Home 250 Northeast 91 Street Miami Shores,Florida Project Number: 16-1057 Test Number Test Load Ib Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass Test 1-3 Perimeter, 4-7 Field Reileh Engineering Corporation--Project Number-16-1057—Page 3 of 3 NOt?t11 b q 7 S l0' 1 2 � NUMMP OF t5t MIMMV - 100 5f O�na CAP tEStLOCA110N FEW COf; k - O 5F Felam V p 3 P DENOTES MOKEN SE I J I O�� COMo O MPIMETEP D15fMa, a = 3' L DENOTES LO05E ME f? a CAP m O COM APEA- 3'X�?' A"OX,WOF 11;51 LOCA110N5,ACAS, AW DIWN9ON5 Aw sK s y, Miami Shores Village s Pelt yP4RF t AcrOf �S. 10050 N.E.2nd Avenue NE y. p 960 Miami Shores,FL 33138-0000 Phone: (305)795-2204 Expiration:ration: 18/2017 t . 101, Project Address Parcel Number Applicant 250 NE 91 Street 1132060190420 Miami Shores, FL 33150- Block: Lot: RONALD PERROTTE Owner Information Address Phone Cell RONALD PERROTTE 250 NE 91 Street MIAMI SHORES FL 33138-3128 250 NE 91 Street MIAMI SHORES FL 33138-3128 Contractor(s) Phone Cell Phone Valuation: $ 5,000.00 PUENTE ROOFING CORP (305)470-9970 Total Sq Feet: 400 _. . 3 Type of Work:Repair Available Inspections: Additional Info:REPAIR TILE ROOF Classification:Residential Inspection R000fofRepair RepaiType: r Scanning:3 Final Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-10-16-61729 CCF $3.00 10/20/2016 Check#:2001 $500.00 $171.50 DBPR Fee $2.25 DCA Fee $2.25 10/20/2016 Check#:2002 $171.50 $0.00 Education Surcharge $1.00 Bond#:3233 Permit Fee-Repairs $150.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $671.50 In consideration of the issuancfes me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict crtuity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assumeponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUNG,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNER F�IDAVIT: I certify t at all a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating conitru on d z ing. Futherm (e,I a ori the above-named contractor to do the work stated. October 20,2016 thorized Signature:Own / Applicant / Contractor / Agent Date Building Department opy October 20,2016 1 9 Iwo iami Shores Village C F,- rF7D Building Department OCT i 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 11?- ­'��)&-- �1 INSPECTION LINE PHONE NUMBER:(305)762-4949 .5A FBC x201`"1 BUILDING Master Permit No. gFi PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC Q ROOFING ❑ REVISION ❑ EXTENSION M RENEWAL ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION [--] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 250 NE 91 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-019-0420 Is the Building Historically Designated:Yes NO X Occupancy Type: Residential Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): RONALD PERROTTE Phone#:727-510-7889 Address: 250 NE 91 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: PUENTE ROOFING CORP Phone#: 305-470-9970 Address: 7321 NW 46 ST City: MIAMI state: FL Zip: 33166 Qualifier Name: EDWARD ROJAS Phone#: 305-470-9970 State Certification or Registration#: CCC057494 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$5,000.00 Square/Linear Footage of Work: q Square Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: REPAIR TILE ROOF Specify color of color thru the: 4P_V !rc- Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ -2-- DBPR$ 2 -2,'�:' —Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ Fob 0 TOTAL FEE NOW DUE$ k-1 L - '5 0 (ReOsed02/24/2014) ( I I e+ o 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low 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. IL ( 1 6)Signature 1 Signature OWNS or AGENT CONTRACTOR The foregoing instrument wasacknowledgedbefore me this The foregoing instrument was acknowledged before me this 1 Iday of 0ll�0p� 20 16 by /)day of OC-*6e � . 20 16 by RONALD PERROTTE who is personally Iv known to EDWARD ROJAS who is-personally known to 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 UC: NOTARY PUBLIC: Sign: �' '� Sign: Nx"� Print: h �. D 1 !Zl S Print: Seal: Seal WMANAWOM Lynne Morson ° MY CW S10N o FF 92 a COMMISSION OFFMM9e� WIRES:OcWw4.2020 3 EXPIRES:June 10,2019 1� e� 11wB�dDaN� - "��`����` WWw.I1ARTRY.1011 � oil.M APPROVED BY C® (`%rPlans Examiner Zoning Structural Review Clerk (Revised02/24/2014) , . 003631 LOGal Business Tax Receipt Miami—Dade County, State of Florida IMP -THIS IS NOTA BILL - DO NOT PAY 7185111 BUSINESS NAME/LOCATION RECEIPT NO. PUENTE ROOFING CORP RENEWAL EXPIRES 7321 NW 46 ST 7465903 SEPTEMBER 30, 2017 MIAMI FL 33166 Must be displayed at place of business Pursuant to County Code Chapter SA-Art.9&10 OWNER SEC.TYPE OF BUSINESS PUENTE ROOFING CORP 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED CCCO57494 BY TAX COLLECTOR Worker(s) 4 $45.00 08/17/2016 FPPUOB-15-013931 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec Ba-276. For more information,visit www.miamidede.govhaxcollector 0 I ' Department of Regulatory and Economic Resources M tAM I•DADE { Board Administration Section 11805 SW 260i Street(Coral Way)•Room 230 Miami,Florida 33175-2474 Telephone 786-315-2573 Fax 786-315-2570 www.miamidade.gov/development MEMO TO: A1PuiIflm&fflciaZ rami ade C my FROM: Secretary of the and Board of Rules Appeals DATE: October 29th,2015 SUBJECT: Certificate of Reinstatement CME Construction Management Enterprises,Inc. Edward Anthony Rojas, Qualifying Agent State License#CCC057494 10260 NW 46th Street (Roofing Contractor) Miami,Florida 33178 I As a result of the Board of Rules and Appeals meeting held on September 1711, 2015, it was previously advised that the above Contractor's permitting privileges were administratively suspended in Miami-Dade County. This is to inform your Department that the above Contractor's permitting privileges have now been ADMINISTRATIVELY REINSTATED in Miami-Dade County. If you have any questions concerning this matter, please do not hesitate to contact Daniel Vuelta, Contractor Enforcement Supervisor at 786-315-2562 or via email at DV045@miamidade.gov. i i I i 1. l i E 1 J • . ��. 1. ^T� � "!Z� f T • • I. ►.: �: .077 0 anon ilMMiN 1111;NIMMINMMME:ONIN■�WNWINNiMMMINMMmiNMMNININ iiii�JM�MINMM ■.. INNaiN�i t Florida Buitding Code 2©10.Edition; Higb_Vetocity Hurricane-one Unifionn Pernr&Appiication:Fdrin: Section D> Steep Slioj2ed Roof Sere.' 0(005 .cC)3 Minimum Design ind.Pretsfures,ItAppli to(Frons 5127 or Cal lations): imt �H �Bg�.Pra u : -3i-1 A,A55 1� Steep`S6dbe °Roof,S stem, e�crl . • 0000.. .. ._ 0000 • Mck'T0000 � � � g r ,0000•. - - - 0000: . . 00:00 • po msiai�ri: • 0000 .. . .. .. 0000 0000. 0000.. • ,• T 13 'Pre 0 .00 �fr ' 7� 0000: (; ('�` • A Lo 0000. t9ecrt8sn? cqlp :asadrl��dPSpacing T .'{Lrt AVA fir. A-d- 1jei�+`�` yPe Ca�:sh"t... Y 9 cpo �1 t : I�cssc�rs' c�a The Type-athee:Dlip* • � / J ,Section E 2,/ High Velocity Hurricane Zone Roofing Permit Application Form Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. P 1: -39.1. X a .291 = 11.37 -Mg: 4.65 =Mr1: 6.72 s 38.7 NOA Mf P 2: -68.1. x X .291 = 19.81 -Mg: 4.65 =Mr2: 15.16 s 38.7 NOA Mf P 3: 100.7. x X .291 = 29.30. -Mg: 4.65 =Mr3: 24.65 s 38.7 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3.Compare 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 file attachment method is acceptable. P1: x I: = x w: _ -W: = x cos 0: =Fr1: s NOA F' P2: x I: = x w: _ -W: = x cos 0: =Fr2: s NOA F' P3: x I: = x w: _ -W: = x cos 0: =Fr3: s NyQ f'• • Where to Obtain Information to complete tile calculations •••;•• ••••• ....:. Where to Find *goo • •' • Description Symbol •••••• . • 0000 see 0 Table 1 RAS 127,orb an engineer analysis prepared,signed ed b a rofessionai •• :• Design Pressure P1 or P2 or P3 y g y p p g ;nDd 0 y p • engineer based on ASCE 7. : • * • ••••. •• Mean Roof Height H Job Site ; 000 • • Roof Slope 0 Job Site '••• • Aerodynamic Multiplier Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval(NCA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) I=length Tile Dimensions w=width Product Approval(NOA) re MIAMI-DADE COUNTY MIAMI DADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RER 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION ( ) Miami,Florida 33175-2 T(786)315-2590 F(786)315-2599599 NOTICE OF ACCEPTANCE (NOA) www-miamidade.gov/eeonomy 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. IESCRIPTION: Altusa "S" Clay Roof Tile • 0000.. 0000.. 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cyt�r,stere and••••• 0• statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. >;q�1grCing •••••• •6666666.6 RENEWAL of this NOA shall be considered after a renewal application has been filed and thefe fids been;0 o Chang e 0 0000.• in the applicable building code negatively affecting the performance of this product. 06:60: •••• 86:08• 6666 6666.6 TERMINATION of this NOA will occur after the expiration date or if there has been a refisiQnO r change 'n the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endo�semont of any�fa uct, :"0*: for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to CIOM;Iy withsection :0000: of this NOA shall be cause for termination and removal of NOA. 00 0 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA No. 12-1203.07 consists of pages 1 through 7. The submitted documentation was reviewed by Juan E. Collao,R.A. MOLMi•DADE COUNTY NOA No.: 14-0605.03 NEW Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 1 of 7 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 11 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 Maz461J$5 Walker Engineering,Inc. Evaluation Calculations 25-7094 • Febr}}•2t�y}996 • 0 0 6 `• • ' 600000 6.0• • Walker Engineering, Inc. Evaluation Calculations " 25-7496 0.0:0. Apri11.096 0000 •• 0000.. Walker Engineering, Inc. Evaluation Calculations 25-7584 '•...•DeceMb' .996 • 25-7804b-8 ••••.. 0000 0000. 25-7804-4 &5 00000 6 '0000 000000 25-7848-6 ;•';,; • •' • 4060:• • 00000• • 0 0 0 6 • 00 • 00:0 •6606• 00 • =MLAAMJ�-C�MEtOUM NOA No.: 14-0605.03 Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 3 of 7 t 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 61 G20-3 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 (I x w) Tile Profile Weight-W (Ibf) Length-I (ft) • Width-%f jfh•- . • .0000. Altusa "S" Clav Roof Tile 6.5 1.56 0.9 0000 ego* • •• • • • Table 2: Aerodynamic Multipliers - ft Von • 0000 ..... Tile (W) ..oxgtt') .... • s � 0000. Profile Batten Application Direct'i7etk A 11C8flbn •••••• Altusa "S" Cla Roof Tile 0.269 - 9.39 1 •• ...... .6.... Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf) ..• • 21 : 12" 3": 12" 411: 12" 511. 12" 6": 12" 7": 12" or Batten Direct Batten Direct Batten Direct Batten Direct Batten Direct Batten atDirect Deck Deck Deck Deck Deck Deck 4.70 4.71 4.63 4.65 4.54 4.57 4.43 4.46 4.30 4.34 4.16=MIAMli�fif COUNW NOA No.: 14-0605.03 Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Mechanicall Attached S stems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" I p ywood) (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 .#8 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-fbf-.. .... ..... for Two Patty Adhesive Set Systems •••••• • Tile ••••• Til Profile e Application MirviJgyl» Atter ;-lit •••�• Altusa "S" Clay Roof ..FAsistance. .;..• Tile Adhesive ••x••29 3 3 •••• ••••• ...... 2 See manufacturer's component approval for installation requirements. • . . . ...:. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. • 3Mn 2-Com onent Foam Roof Tile Adhesive AH-160 Average wei ht er patty 8 grams. 0 •sso • Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Single Pa Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Altusa "S" ClayRoof '" p Resistance Tile 3M 2-Com onent Foam Roof Tile Adhesive AH-160 66.5 4 3M 2-Component Foam Roof Tile Adhesive AH-160 38.75- 3M 2-Component Foam Roof Tile Adhesive AH-160 52.059,- 4 Large paddy placement of 63 grams of 3M'"2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams of 3M-2-Component Foam Roof Tile Adhesive AH-160 6 Large paddy placement of 70 grams of 3M-2-Component Foam Roof Tile Adhesive A 16 KAMM oe coutvnr NOA No.: 14-0605.03 Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 5 of 7 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". 17PC ,,rU3A MAD " rW PlOWDURAS LABEL FOR ALTUSA "S"CLAY ROOF TILE. (LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 0000.. 6.1 Application for building permit shall be accompanied by copies of the followir :�• • �' 6.1.1 This Notice of Acceptance. .• . 0 00 6.1.2 Any other documents required by Building Official or Applicable buoiklivag code in order to ••6 4•. properly evaluate the installation of this system. 0000 .. :0060: . 0000 . .. 00000 0000.. 0000 0000. . 0 4 .. 40 .04. 0640.0 ...... 00 . 4 . 4 00000 . 0000.. . ..4... .. 4... 6 0 .4 . mmoMIAMI-DADE COWN NNOA No.: 14-0605.03 Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 6 of 7 PROFILE DRAWING 18-3/411 0000.. 0000.. .. . ..9. . . 0 0000.. 0000 0000.. 0000.. 0000.. 0000 .. . . . . 0000 . .. 0000. 0000.. 0000 0000. . . 0000 0000 0000.. 10-3/441 0000.. .. . . . . 0000.. .0900. . . .. 0 0 00 0 ALTUSA `S' CLAY ROOF TILE END OF THIS ACCEPTANCE CMLAMI-D�ADECOUNTY NOA No.: 14-0605.03 Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 7 of 7 h1lAh9T t MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES R PRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DIVISION 11805 SW 26 Street,Room 208 Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy 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. 0 0000.. 0...06 DESCRIPTION: Polyglass Polystick Underlayments 0000 • .. 0000.. 0000 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or to o cit•••�e and f o n • g , %S pU v g ....96 statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. 6 9 0000 . .. 0000. ..� �. 00:00' RENEWAL of this NOA shall be considered after a renewal application has been filed and th&*.le.ohas been;;`•ge ••••;• in the applicable building code negatively affecting the performance of this product. :00:0: 0 0••••• • . . 6 9 0609.0 ...... ERMINATION of this NOA will occur after the expiration date or if there has been a revising 0?ctange UU;bt •••• materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any Di;odurt, 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#12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. MR.AMFPER DADE c 20-1 NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 1 of 9 t 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 313'/$" 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 313'/B" 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 reirhfbrcad, Or 65' x 3' •••••• #1 &#2 bituminous sheet material•for use as an •••••• 60 mils thick underlayment in sloped roeass@mbliV.•••• •, Designed as an ice&rair? icra "" *00000••••• Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-ed�;Jing, gls�ss••. • **:fee • (Surface Printing) 65' x 3'33/x" D 1970 fiber/polyester reinforced.;:: 6roofing..0 000*0 Manufacturing Location 80 mils thick membrane. Designed as a metal roofir; aw"roof ....•. #1 &#2 tile underlayment. •••••• . . . . ...... Polystick TU P • Y Roll: TAS 103 and ASTM A rubberized asphalt watCW84ing me�rane, Manufacturing Location 32'l 0"x 3'33/$" D 1970 glass-fiber/polyester reinforced,with a gpanLZar #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/," D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3133/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. MIAMI- NOA No.: 14-0717.08 F-A"'' ' MEOW Expiration Date: 09/13/16 Approval Date: 01/22/15 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"x 3' 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 I 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 03f*81,41.1• •••••• P33370.04.11 ASTM D 1623 •„• 04/��/•ll P36900.09.11 TAS 103/ASTM D4798 &G155.... 09701/.1.10 ....:. P37300.10.11 TAS 110/ASTM D4798 &D19.70:-- 10/19,11 • P40390. 08.12-1 TAS 103 &TAS 110 ...... 087®6/12 P40390.08.12-2 ASTM D 1623 ” ' • 08707/12 00:' P40390.10.12 ASTM D 1970 •V•: l 00101D• • P37590.07.13-1 ASTM D6164 • ,.,•„ 07/02/,13 ,• P45270.05.14 TAS 103, TAS 110&ASTM; 0 OU12/1, 0.00:8 D1623 . 0 :0000 . , P46520.10.14 ASTM D 1623 ••0 10031110 •• • P44360.10.14 TAS 103 &TAS 110 10/09/14• 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. JX201-17A TAS 103/ASTM D4798 &G155 04/01/08 RX14E8A TAS 103/ASTM D4798 &G155 11/09/09 DX23D8B TAS 103/ASTM D4798 &G155 02/18/10 DX23D8A TAS 103/ASTM D4798 &G155 02/18/10 =M" AD�E COUNTY NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 3 of 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 II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: 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 I1 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 membrapa°sedf- adherod. 0000*0. ...... Anchor/Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626. .°"'. 0 ' .... . .. ..... Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" gid, 6" o.c. at a minor*4"hl a6*,(for •• •• base sheet only) 009000 .... •• • Ply Sheet: Polystick MTS Plus, self-adhered with minimum 3"horizontal laps 4nd ?nipimunj,6"vertical ....;. (Optional) laps. . 0 :00669 • • Membrane: Polystick TU Plus, self-adhered. •' 0 960:00 • Surfacing: See General Limitations Below. 00 MIAMI•DADECOUNTY NOA No.: 14-0717.08 ma ' MEW 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-'/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. 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 Polysticki3ilgl�ro raty l q ased .••.:. in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile sy wN and quarry slate , roof assemblies. Polystick TU P may be used in all the previous assemblies listed exceptet�ad�oofirf00 •0 "0 Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing andYooftile systems. ••••* Polystick TU Max may be used in non-structural metal roofing and roof tile systems. E1A:Mex S6 C?rh'aysbe *0:00" used in roof tile systems only. •• •• 0000 00 0.0• 000,0• • • • 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. Theee1gok ball be.%V 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. Ex osure Limitations da s MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 180 90 180 FL. Hazelton PA. I N/A 90 N/A 180 N/A 1 N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. Mi,4►Mi•oAoe counrrtr NOA No.: 14-0717.08 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: :000:0 . Slopes up to those shown in the table above will require stagging of tiles—two ri •laLd ereysular too ••••• slope followed by a maximum four tile stack parallel to the slope, for a total of 4 YU@&.(See N@Wv 1 0000:0 below) • 0000.. 0 • . Battens shall be used for stagging of lugged tiles above 4:12 0000 .. • •••••• • Battens shall be used for stagging of flat tiles above 5:12 0000 ••0 • •• 00000•••• 0000•• •.e• 0000• Slope `i�::.,f,,!}�•$#5,'�it as,ijx 9{,�.�[,Yi'ddvryy •• • • •..0... 0000 0000. . • • • 0 5 0000•• 0000•• ••• • •••.•• 0 ••• • • 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. Mu►Mt• FADE COON r NOA No.: 14-0717.08 ' Expiration Date: 09/13/16 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 Toes - -- - (6 Max Per Stack) a r 12 .2 6r N r Roof Deck prepared with POLMCKTU Plus 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 Ijt-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tite Prq or ElaMTek0S6 G 0000.. as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Poljstick MTS Plus?0 • Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pr®iPelystick-1Me Pro 0.0.0• or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiefft�AHJ) or Me :0000: Miami-Dade County Product Control Department for approval provided that appropriateddc�dmentat" is 0 0 0 provided to detail compatibility of the products,wind uplift resistance, and fire testing results 0 00 00000 0000.. 0000 0000. LABELING: •• •• •••• •••••• 0 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name Dr tdgd,city.000:. and state of manufacturing facility and the following statement: "Miami-Dade County Prddwl Control Apoved" :0000: or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY saw 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. MIAMI•DADE COUNTY NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 7 of 9 a 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, I 1 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 7/12"or greater. It is suggested that on pitch/slopes in excess of 6 ''/a"/12",precautiobs 4hbuld 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-64#i;(48)f6mv.8 •••• • 8. Polystick membranes may not be used in any exposed application such as crickets, exp �ose v..arlY �le s o x sed • roof to wall details. r� Pp :....� .... . .. ..... 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Vrt"Mm Modified. •••••• .. •• .... ....0 Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Pr em��m•Iviodified• •• Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair, fojlov0ecjby a laatch.of the ....:. Polystick material of like kind should be set and hand rolled in place over the area needing s uoh repaip�aMing •••• membrane shall be a minimum of 6 inches in either direction. The repair should be installed in-such a.waysp • 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. Miami ME cc NW " NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 8 of 9 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 0000.. 0000.. .. • 0000 • . 0.0.08 .••. .0606. 0000.. 0000.• 0000 •• • • • 00.00• 0000 0000• •• •• 0 0 00 0000• •• . 0000.• • • • • • 0000.• 0000.• • • • 0000•• 00 0 MIAMI-D MUNTWY NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 i 5� w MIAMK 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 5-2 T(786)315-2590 F(786))31 315-2599599 NOTICE OF ACCEPTANCE (NOA) www.miamidad±.gov/economv 3M Company 3M Center Building 0220-05-E-06 -St.Paul,MN. 55144-1000 -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. 0 .00000 This product is approved as described herein, and has been designed to comply with the:tLc ticta Buil"Code �� • including the High Velocity Hurricane Zone of the Florida Building Code. • 0000.. 0000 0000.. 0*0:0* 0000.. ESCRIPTION: 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 • 0000 . .. 0000. 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ©iry,* 000 ' ate and rfol'lo0wing 9 0•0:••00•• 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 t1 re�lae been no change :••••: in the applicable building code negatively affecting the performance of this product. �' "" ' 00 0 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE UNTYM NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 1 of 11 r 1 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment • RTF1000 •••••• ProPack®30& 100 N/A Dispensing Equipment • ...... .... ...... •••••• PRODUCTS MANUFACTURED BY OTHERS: ••• •• • Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA'w�iic�list aMaNN 0 ent 06:069 resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhe:Lve,,• *00 0' MANUFACTURING LOCATION: •••••• 1. Tomball,TX. •• 0694 • PHYSICAL PROPERTIES: Proper Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0,07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. '�MIAMI•DADE COUNTY ' NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report 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 02/2j4LZ:0 TAS 123 ••� ••••;• Celotex Corp. Testing Services 528454-2-1 TAS 101 •• �' 10/2379084 • 528454-9-1 0000.. 0000 .. • 528454-10-1 • 520109-1 TAS 101 0000.. 12/2849&. .•;••• 52010520109-29 • 9-2646960 0000 000000 520109-3 :06:0: . 9' 520109-6 • • 9 0 004990 000.. 0 520109-7 0 • . 000.. 520191-1 TAS 101 0 03/027�•� 0 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M""2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low, &high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3M""2-Component Foam Roof Tile Adhesive 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 61 G20-3 of the Florida Administrative Code. MIA DAME counrnr NOA No.: 14-0805.01 1 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company.3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF10Q0 or. ProPack®30 & 100 dispensing equipment only. +••••• . 0006.. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently fVsuAight. ."". ese S. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes :3MTM 2- +. . Component Foam Roof Tile Adhesive AH-160 has been dispensed. 0000 .. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty w eipt*shall be*iZn��;• �����• accordance with the Placement Details herein. Each generic tile profile requires the spec1fjCpi emefft 4%tptl herein. . 6..6.. . . .6000. 00000• .. 0000 6 MIAMbDADE COUNTY NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4of11 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 Profiles All Eave Course 17-23 sq. inches 45-65 -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 W046000 • • • 6690•• LABELING: " ' "" ' ••9.6• 069• 966499 All approved products listed herein shall be labeled and shall bear the imprint or identifiable mar%r"Q�the :66••: manufacturer's name or logo and following statement: "Miami-Dade County Product Control A ' or t • Dade County Product Control Seal as shown below. pAL4� *Harm- •666• 0000.. 0000 0000. MIAMI•DADE COUNTY • •6696• • • • • • • 0 • • • 0.06% BUILDING PERMIT REQUIREMENTS: 6'• :6.6•: •6 • •666 6 • As required by the Building Official or applicable building code in order to properly evaluate the installation oftlis' system. MIAMMADE UtMM NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 1 � ADHESIVE PLACEMENT DETAIL# 1 Adtltt$ifOU41"t plastic CoAl"t}, wdWy lEgoneath Tang % Flat/Low Profile Tile M A r"ulrrerl}, rf•rHjprYilyln BnP ,:'`'�' � •t'J ' 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 to hk'•� fi••r %' of the tile being set. eatoe+is aptonnt ; ��� ^''' `• .•qf '. Y 2. Continue in same manner. Insure a roximatel 17 c - x,J Pp Y �► 1:'-' ' .: � "` (109.7 cm2)—23 (148.4 cm2)square inch adhesive - contact with the underside of the tile. `+,.•.,�'� '"`^'r Easels INall1twough.pibsnceme,, Medium Profile/ Double Pan Tile 1when required) WAY 4FIrn•ythT&j 1. Starting at the eave course, apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam x`. g�s paddy onto the underlayment positioned as shown under the pan portion of the tile closest IL. i4 .• overlock of the tile being sed. *Goo:*tmin,a * �,� ••• i 0000 •• '. 0000•• 0000 0000•• �atlen:or>�la�aj .,±' 2. Continue in same manner. Ip,y=eapp mately 17 .�,•,�.,•.. ,,,b �a roxi • (109.7 CM2)-23 (148.4 cm2 a inchadhesive contact with the underside oft le. • •_ s`�,p'� �Fr�,�,�` 1r 0000•• 0000 0000• '•)- _ 0000 0000•• — WasGia • • • • • • • 0000•• 0000•• • • • •0000• ��ehouglrpjaililrn setti+sFiT•. •• • •••• • • High Profile/Single Pan Tile • ("Oltregmlredl �L?iiz•dti ItgBn•+eh3Jl�r4 g •• • I. 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 pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 olrt�anal f `s . (109.7 cm2)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. ► 1awe[curse ^'oo`� .,,r,��t�u�,J ;�: .: IX Weeople 1DIa`'� '•n. �`.�'y.et .<=:�,,.••'S,• tfasurr MIAMI•DADECOUNTY NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 iV�iGthvoygk Ii5a7i ci+(nith! N&OV Mrfir89F Taal Flat/Low Profile Tile tiiifeenrequirtsd7, .= , 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�`• Y strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) e°c � —23 (148.4 cm2)square inch adhesive contact with the o�r,�ti,cnal � - � d�f Fawc.. _ :1 underside of the tile. 2. At the second course ,,�,•.�.-, ''- �•�',.._ �; x�" y , apply a minimum 2"(50.8mm) `<`t. rvi�•• =�` Fr�ea� x 7"(177.8 mm)x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the the being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. �Jeil9firouy�h plr�skiccerneni Medium Profile/Double Pan Tile :""' .,.••. whenrequiredl • • • Soso • !'add}1Boneae65'IIe5: 1. Starting at the eave course,appiy geminimuar2'a 750.8 ••••�• mm)x 10"(254 mm)x 1"(29'.4NiM foam paddy ,•e•e: �'`+' •� ''"�=�.� `` onto the underlayment positioOeVA show$Under the ' pan portion of the tile closest to the overlock of'the e the being set.Insure approxirjoftye 47 (109,7 i>i)— ...... 23 148.4 cm2 square inch a • ( ) q �SLv�contact with the . underside of the tile. ' : ' ' ...... Bataefls optiwna—t��, '•+,`'+ (,� •••.e• .,A `� ,�•,•, i.�� 2. At the second course, apply a rn?hiMm 2" x 7"(177.8 mm)x 1"(25.4 mm)foam paddy'ontb the €x+000 underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile f�ra� being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) MIAMI-DADE COUNTYM NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 k � ADHESIVE PLACEMENT DETAIL.#2 (CONTINUED) NMI through plasiracpierrt... Peddgl®uhw7FnTilr'� Nigh Profile/Single Pan Tile aleurey�lr.d; � 1. Starting at the eave course, apply a minimum 2"(50.8 '�< ?`T'-�• mm)x 10" (254 mm)x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the `f0 I 1 4`ti pan portion of the tile closest to the overlock of the the being set.Insure approximately 17 (109.7 cm )— � , , �b . - ; �., �'rs✓ 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) ` E°°°co�°#-' Fwscin x 7"(177.8 mm)x 1" (25.4 mm)foam paddy onto the underlayment positioned as shown under the pan 2 in. . ,� , 'Emit&SWe portion of the the closest to the overlock of the the being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2)- 19-(122.6 cm2)square inch adhesive contact with the underside of the tile. ...... .... ...... .... . .. ..... ...... .... ..... .. .. .... ...... . . . . ...... MIAMI-DARE COUNTY NOA No.: 14-0805.01 Law, p NMF Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 r R ADHESIVE PLACEMENT DETAIL#3 Wall through Plastic cement Paddy(between titesi {when requiredt ( 1. On the eave course only, apply a minimum 2" (50.8 eattensoptional mm) x 10" (254 mm)x 1" (25.4 mm) foam paddy ° Paddy{underdleg onto the underlayment positioned as shown,under !� ' single paddy Y on top of tile the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest dx4in. y to the Overlock of the tile being set. Leave ud14 `. approximately 4" (10 1.6 mm)up from the eave Single paddy ,�. �'s., edge free of foam to prevent the expanded adhesive on t[rwderlaqanent `r`2x41n, from blocking the weep holes. Insure a <; ,'"__ approximately 17-23 int(109.7-148.4 cm2) of �- to rn adhesive contact with the underside of the tile fascia �" '--Eawe�'Josure 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below FIatfLowProfile Tile the second course line positioned foam paddy Nall under the strengthening rib for flat tile, or under the (whenthroughuirecDplasticoement Singlepaddyundertrle an portion of the tile, closest to the underlock for {when aequired) p Paddy4between tllesl the second course tile to be installed. Insure approximately 8-9 in (51.6-58.1 cm2) of adhesive Batten `� d�dy fonder znel contact with the underside of the tile. • • 101plions al 1�` • • i••••• sut9le pad Y 1ti • • • ./ on topottiM _ (Instructions continued on next�ggeJ 4x 41n. •••• •• • Stngtepaddyon • • • • • dd •••• • •• ••••• •••• •••••• foto. �' ' stn. � • _Eave Qosufe • • • • •••••• • • • • Eav2 Course Ea3t3a • • • • •••••• Medturn ProflteTlte MIAMI-DADECOUNTY NOA No.: 14-0805.01 �ffgyuanwll® Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 k � ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nal through plastic cepent-,, 5ine paddy under8le 4whenrequiredi / 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x'/4" ladydiaerweQnule�j (19 mm)paddy on top of the eave course tile Battens surface as shown optional .,,�. +� Paddy , on top of the strengthening rib for flat tile or on top of the pan portion of the tile, glesin �riapddr closest to the underlock of the first course of tile. onundamen 3�_"-,•' Install second course of tile. Insure approximately 4x4in. �. .: 9 (58.1 cm2) - 11 (71cm2)square inch adhesive single Z x4,,, ' �.� '•, contact with the underside of the tile at the overlap paddy on ., ''' and 7 (45.2 cm2)-9(58.1 cm2)square inch Rff� mien- adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Eave Course eWeephoB ioln. t< tin, Eave closure .�� Dripedge High ProflloT114 • .. • ••99 0.0.00 .... ....0006 *0 0 % .••.•- • • • .... . *000 ..... ...... 6606 00006 .. .. 69•6 666.66 . . • . •0000• •000.0 • • • •0996• •• • 0960 • • • • WIAMNOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 i ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan) Tile Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications 1. Starting at the eave course,apply a minimum 2" In / In contact with the pan tile. when requited) (50.8 mm)x 10" l254 mm )x 1" (25.4 mm) foam 2)Tum covers upside down.Place adhesive In paddy onto the underlayment positioned as to in.from outside20 to edge edie. Then install the tile.Ensure 20 to shown under two adjacent pan tiles. Support eave 25 sq.in.contact area. -�,-.o tiles from rocking until adhesive has a chance to IUnderlayment ,'�-,''" cure. 2. Continue in same manner bringing two pan 4= courses up toward the ridge. Insure <, approximately 65 (419.4 cm2)—70 (451.6 cm2) square inch adhesive contact with the underside -' of the pan tile. 4 . Sheathing t Eave closure (motarshown) 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 eave 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 I" (21.41 Ih) • Two Piece Barrel-High Profile Tile from the outside edge of the axile, inwards free of �`@*:a foam to allow for expansion. • 00 •96966 6609 .00000 066.•9 6 • 4. Turn cover tile over after f%W is applied and ;"•'; place onto pan tile courst.Ivcufe a Ani`rnum of 696.6 20(129 cm2)-25 (161.3-@mi)i squareinek•� ••:••6 contact area on each side of the cover tflttb the 41`40411411:* pan tile. Continue in sarrVA=er. Trim Away any cured exposed foam adhesive.Pai>il"gof :0000: longitudinal edges of th4jgver;iles ars.,• :0006: considered optional. • S. 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 MIAMI-DARE COUNTY NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11 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. Renarling woad decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4. Z Exposed,Exposed Ceiling: Ex o P 9 P , pen beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore • roofing nail penetration of the underside of the decking may not be acceptable.This prgsiges thetWn of •••6 0• maintaining the appearance. so 0 6 6 6 6 6' .06.00--2 0000 0000.. 0000.. 0 6. erftow scuppers(wall outlets):It is required that rainwater flows JD %Mat the f t:is% 000.. ' not overloaded from a buildup of water.Perimetededge wall or other roof extension ma�r'block this ., ..06 0000. discharge if overflow scuppers(wall outlets)are not provided. It may be necessary.toy�s�all overflo���• �0000. scuppers in accordance with the requirements of Sections R4402,R4403 and R4?1)+:06 0. 0 77-1 er/Agent's ignature Date Contractor i ature DaI �</--% lU.� tet'� S 1 Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015;