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RF-15-2958 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-252479 Permit Number: RF-11-15-2958 Scheduled Inspection Date: February 09,2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: JAMESON, BRIAN AND MARIA Work Classification: Tile/Flat Job Address:9500 N MIAMI Avenue Miami Shores, FL Phone Number (847)833-8433 Parcel Number 1131010330470 Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Phone: (305)219-9699 Building Department Comments R& R EXISTING ROOF WITH COLOR THRU CONCRETE Infractio Passed Comments ROOF TILE INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-248351. Missing counter flashing at garage area. Failed ❑ PLEASE IF IT IS POSSIBLE TO BE ONE OF THE LAST INPECTIONS JOHN(305)219-9699 Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 08,2016 For Inspections please call: (305)762-4949 Page 28 of 31 �SoR, s y Miami Shores Village soon 11111- Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �ORiDp' Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE / ; `,�� d Is INSPECTION AFFIDAVIT IL licensed as a ( ontractor Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: On or about , I did personally inspect the roof deck nailing (Dpte&fime) work at ?,5-00 /(/, / /'4 M (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this day of Nota Public Sate of Florida at Lar e� �,�° '�r 'P =- S^� IONBUSTA Notary g _+ += MY COMMISSION#FF 158120 + a: EXPIRES'September t4,2018 'a4( ¢' Bonded Thru Notary Put&underw tars `General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an Inspection.Include photographs of each plane of the roof with C I V I L 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.reilehengineering.com January 21,2016 John Busta Roofing 300 Northeast 91 Street Miami Shores,Florida 33138-3130 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 9500 North Miami Avenue Miami Shores,Florida Information provided by client: Permit Number: RF-11-15-2958 Date Completion: January 19,2016 Roofing Contractor: John Busta Roofing Project Number: 16-0058 (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 Boral Barcelona 900 Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection,the entire area of the roof was examined for loose tiles. Not less than one(1)tile in ten(10)of all components in the field area and one(1)tile in five(5)of all tiles in the perimeter and comer areas were physically examined. A minimum of one(1)test per every two(2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based do our test results,we conclude that the installation of the roof the at the above referenced project meets the test requirement outlined in the above-mentioned'protoco 1. Attached please find acopy 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 Molama Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 9500 North Miami Avenue Miami Shores,Florida Reileh Engineering Corporation—Project Number-16-0058—Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 9500 North Miami Avenue Miami Shores,Florida Project Number: 16-0058 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 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation—Project Number-16-0058—Page 3 of 5 Test Number Test Load b Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation--Project Number-16-0058—Page 4 of 5 Test Number Test Load b Test Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass Test 1-22 Corner, 23-28 Ridge Caps, 29-48 Perimeter, 49-69 Field Reileh Engineering Corporation—Project Number-16-0058—Page 5 of 5 2 5 °A 4 NOPTN 54 55 40 ql 5 55 n 43 44 6 56 A 22 55 59 45 20 47 7 49 50 46 8 52' 66 64 9 10 II 69 65 4 *rG 51 59 66 54 62 33 � 29 60 52 61 69 15 w 14 15 12 19 IB h 16 55' NUMM OP S5f PPPIMMr = 1600 5P 0 019a CAP r>;snocATloN FEW = 21 COUP = 220 SP COUP � = 220 PUNSP PMANa,a= 3' L n NOTES 005 fU 16-0058 PIPGE CAP = 6 COPNEP APEA= 3'X V APPROX.POOP TEST LOCATION5,MA5, ANP PIMPN51ON5 Miami Shores VillageFrye 10050 N.E.2nd Avenue N Wt9fSstl`ilf� ' Miami Shores,FL 33138-0000 •�,.. �6 c ski .? °'�' �a - h AP1`RQ*6 Rive Phone: (305)795 2204 y 12/7165 Expiration: 06/04/201 ., Project Address Parcel Number Applicant 9500 N MIAMI Avenue 1131010330470 Miami Shores, FL Block: Lot: BRIAN AND MARIA JAMESON Owner Information Address Phone Cell BRIAN AND MARIA JAMESON 9500 N MIAMI Avenue (847)833-8433 MIAMI SHORES FL 33150- ; Contractors) Phone Cell Phone JOHN BUSTA ROOFING INC (305)219-9699 Valuation: $ 14,500.00 _., _ _ . . _...... . .. Total Sq Feet: 2170 Type of Work:Re Roof Available Inspections: Additional Info: Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF Invoice# RF-11-15-57863 $9.00 11/24/2015 Check#:1991 $50.00 $795.00 DBPR Fee $4.50 DCA Fee $4.50 12/07/2015 Check#: 1993 $795.00 $0.00 Education Surcharge $3.00 Bond#:2921 Permit Fee-New Roof $300.00 Scanning Fee $12.00 Technology Fee $12.00 Total: $845.00 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,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize the abov ntract r to do the work stated. December 07, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 07,2015 1 Building Department (� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 NOV 2 4 2U15 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 _— FBC 200° BUILDING Master Permit No. �— PERMIT APPLICATION Sub Permit No. BUILDING ELECTRIC 0 ROOFING REVISION ❑ EXTENSION EJRENEWAL F_JPLUMBING MECHANICAL [:]PUBLICWORKS CHANGE OF [:] CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9500 N. Miami Ave. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Brian Jameson Phone#:847-833-8433 Address: 9500 N. Miami Ave. City: Miami Shores State: Florida Zip: 33150 Tenant/Lessee Name: N/A Phone#:N/A Email: CONTRACTOR:Company Name: John Busta Rfg. Inc. Phone#: 305-219-9699 Address: 300 N.E. 91 Street City: Miami Shores State: Florida Zip: 33138-3130 John Robert Busta 305-219-9699 Qualifier Name: Phone#: State Certification or Registration#: CCC-058048 Certificate of Competency#: N/A DESIGNER:Architect/Engineer: N/A Phone#: N/A N/A N/A N/A N/A Address: City: State: Zip: Value of Work for this Permit:$ 14500.00 2 Square/Linear Footage of Work: '170 S.F. Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: R&R existing roof With color thru concrete roof tile Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ ® '� .. 1t Bonding Company's Name(if applicable) N/A N/A Bonding Company's Address City N/A State N/A Zip N/A N/A Mortgage Lender's Name(if applicable) Mortgage Lender's Address N/A city N/A State N/A Zip N/A 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 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 �r OW or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 20th. day of November 20 15 by 20th. day of November 20 15 by Brian Jameson John R. Busta .who is personally known to ,who is personally known to Florida Drivers License me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:6�- J. Sign: c �✓ Print: andra Print: A. Busta Sandra A. Busta � ': Seal: �, '��'.•,, eANDRAANNBI�TA Seal: SANORAANN BUSTA MY COMMISSION i FF 159120 * Y COMMISSION i FF 159120 _ EXPIRES:September 14,2018 ' ;= EXPIRES:September 14,2018 Bonded ThN �!dl;t��P BoiMed Thru Notary Pobk Urt&nvftrs N�aryPubtieUa�mkeera APPROVED BY Plans Examiner Zoning I-.-------.... n1--1. e - � 5i�.SFS G 1% It '<< Miami Shores Village 51111 11311111M Building Department �• ,.` 10050 N.E.2nd Avenue a 10 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: - /,!;- 10050 NE 2nd Ave Miami Shores, FI 33138 e Re: Owner's Name: BA/Ay 1 -i mr--" Property Address: ,;7oo /.,/, AVA' 14l A VE, / d Roofing Permit Number: Dear Building Official: BZAJ szcpw�ie AAE,5041 certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please 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 sworn, deposes and says that9she is the owner for the above property mentioned, Sworn to and subscribed before me this day of D ;2�J� VIN SANDRA ANN BUSTA o. s ` �= MY COMMISSION#FF 159120 018 Notary Public, Sate of Florida at Large EXPIRES:September nde iter 'd',°°.�'• Bonded Thru Note Pubt'�c Undenviiters • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a buildino aoolication from a Genaral rnntrartnr fnr the annf in wall r--Mb—u...a....,..AA4L,.w__ I J1164)15 Property Search Application-Miami-Dade County I Featured Online Tools Comparable Sales Glossary Non-Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2015 2014 2013 Land Value $150,699 $124,742 $83,642 Building Value $103,213 $100,544 $100,544 Extra Feature Value $0 $0 $0 Market Value $253,912 $225,286 $184,186 Assessed Value $253,912 $225,286 $184,186 TAXABLE VALUE INFORMATION 2015 2014 2013 COUNTY Exemption Value $50,000 $0 $0 Taxable Value $203,912 $225,286 $184,186 SCHOOL BOARD Exemption Value $25,000 $0 $0 Taxable Value $228,912 $225,286 $184,186 CITY Exemption Value $50,000 $0 $0 Taxable Value $203,912 $225,286 $184,186 REGIONAL Exemption Value $50,000 $0 $0 ♦5YI-A i s yj logo , ,�, Miami shores Village Building Department �OR'NA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: O r State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of //��/� (� � ,20_x. By who is personally known to me or has p_ roduced e�GOr21 !1 %1/ as identification. Notary: �1 SEAL: SWMANIMA #FF 159120 b EXPIRES:September 14,2018 J91�thy' Banded TW N*ri PNU*Undemdms 1 M Busta Roofing,, In.c. 300 NE 91 Street Miami Shores, FL 33138 phone . 305-219-9699 . email .jrbusta300(ct�,aol.com .'Ln".Z.a,�"""clv`-Mrv:'r,�xmaH\`.FS.@k3°R�a?X�:.Ni� M"3t'`?a-^3."1i3..-.i:'i.._4iC.'.�:'. .1-✓;':'S Y�;3,=.: SHoJBY:.h dlY+-s.X _ ._ ._.. November 24,2015 State of Florida County of Miami Dade Before me this day appeared John Robert Busts who being duly sworn, deposes and says that he will be the only person working on the project located at 9500 N Miami Ave. Sworn to(or affirmed)and subscribed before me this 20. day of November, 2015 by John Robert Busta. Personally known X Sandra A. Busta. Print type or stamp Name of Notary x r_ CaIY 0 1COhQW1S M 59120 .,, t7(PIRES:September 14,2016 0 eo a ThM WywVC Uft6 bs I 1 UU7o JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW" CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed glow has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 11/20/2015 EXPIRATION DATE: 11/19/2017 PERSON: BUSTA JOHN R FEIN: 651013141 BUSINESS NAME AND ADDRESS: JOHN BUSTA ROOFING INC. 300 N.E.91 STREET MIAMI SHORES FL 33138 SCOPES OF BUSINESS OR TRADE: LICENSED ROOFING CONTRACTOR Pursuard to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter fitln9 a certificate of election under this section may rrot recover benefds or compensation under this chapter.Pumuard to Chapter 440.05(17),F.S., of election to be exempt..apply only within the scope of the business or bade fisted an the notice of election to be exempt Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at anytime after the filing ofthe notice or the issuance of the cedtikafe, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 140STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 . 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 BUSTA, JOHN ROBERT JOHN BUSTA ROOFING INC 300 NE 91ST STREET MIAMI FL 33138 Congratulations! 1Afith this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSI�3NAC REGULATION Every day we work to improve the way we do business in order to CCC058048 ".r3SSUED:`,,:07/03/2014 serve you better. For information about our services,please log onto www.myfloridalicerne.com. There you can find more information CERTIFIED ROOFING CONTRACTOR about our divisions and the regulations that impact you,subscribe BUSTA,JOHN: ERT; to department newsletters and learn more about the Department's JOHN BUSTA ROOFING lNC-- initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly. We constantly strive to serve you better so that you can serve your Customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expiaron dam:AUG 31,2W L140703000OW DETACH HERE RICK SCOTT,GOVERNOR - KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD T cccowm The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 BUSTA,JOHN ROBERT JOHN BUSTA ROOFING INC- 300 NE 91ST STREET, MIAMI FL 33138' .,ten _ ❑ CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CRATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHOR® REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: R the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. IT SUBROGATION IS WAIVED,subject to the terms and Conditions of the Policy,certain pops may require an endorsenzenlL A statment on this certificate does not cord 'rights to the certificate homer In neu of such endorsement(s). PRODUCER CONTACT Souffmast Insurance Agency (954)680-2255 mk954 680-3208 5001 S UnWersity Drive Sine K E Mna net Davie,FL 33328 INSUFd3MAFFORDING COVERAGE Nm* Phone (954)WD-2255 Fax (954)680-3208 A: ARCH SPECIALTY INSURANCE COMPANY INSURED ISR B: JOHN BUSTA ROOFING INC. 91SURER C: 300 NE 91 Sheet INSURER D: Miami Shores,FL 33138 (305)219-9699 INSURER E B9IRER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDMONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. am ADDL SM LTR TYPE OF INCEam-mmPOLY NUMBER P011CY EFF POLICY� LatJIS GENERALLIABHJfY EACHOCCURRENGE $ 1,000,000.00 COMMERCIAL GENERAL LIABILITY TO RENTEDIY PREMISES commence $ 100,000.00 ❑ ❑ CLAWS MADE © OCCUR AGLOO22583.00 MED EXP(Any one �P $ 10,000.00 A ❑ 02202015 02202016 PERSONALNLADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ zo0,000.00 GEWL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 1,000,000.00 ❑ POLICY ❑ PRO- JECT ❑ LOC $ AUTOMOBILE LIABILITY LIMIT IIT ❑ ANY AUTO BODILY INJURY(Pa person) $ ALL SCHEDULED ❑ AUTOS"NED ❑ AUTOS BODILY INJUR Veraooiient) $ ❑ ❑ �O� PROPERTY DAMAGE $ HUiED AUTOS ❑ ❑ $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ LAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED El RErENnON$ I $ WOf COMPEIMTION WC STATU OTH AND I�LOYEW LUABBJrY YIN 6 El ANY PROPRIETORRARTNE�IVE OFFICERI MEMBER EXCLUDED? ❑N/A E.L.EACH ACCIDENT $ (Mandetwy yyam�,, In 11119 EA EL DISEASE- EMPLOYE $ DESCRR99ION OF OPERATIONS bebw EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCA79M/VBBCLES OUEkch ACORD 101,AddMono Remmks Sdmdul,I rani ee Ls required) CONTRACTORS LICENSE#CCC-058048 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2 AVENUE ACCORDANCE WITH THE POLICY PROVISIONS MIAMI SHORES,FL 33138-2382 Aurxomm REPRESErsTATrvE MASSIMO PULCINI ©1988-2010 ACORD CORPORATION. All fights reserved, ACORD 25(2010!057 OF The ACORD name and hMo are registered mance of ACORD Miami Shores Village Business Tax Receipt VALID THROUGH DATE BELOW JOHN BUSTA 300 N.E. 91ST STREET MIAMI SHORES,FL 33138 Business Name: JOHN BUSTA ROOFING Location Address: 300 N.E. 91ST STREET —! Number/Class: 40/General Business Issue Date: 10/6/2045 Expiration Date: 9/30/2016 License Fees: 1 General Business Office $139.60 Total: $$0.00 Comments: Restrictions: SUBJECT AND ISSUED ACCORDING TO BUSINESS TAX RECEIPT ORDINANCE CHAPTER 14. This Business Tax Receipt does not permit the holder to operate in vioh-Aan of any Village law,ordnance,or regulation. Any c tum"in Ioeation or ownership must be approved by the VHlage,subject to zoning restrictions. This Business Tax Receipt does not endue.approve.or disapprove the holder's skip or competence or of the hoidens compliance or non-compliance with other laws,regulations or standards. MUST BE POSTED CONSPICUOUSLY AT'BUSINESS LOCATION` 'Miami Shores Village" 10050 Northeast 2"d Ave,Miami Shores Village FL 33138 Phone:305-762-4851 f . r RdO�74�jP�SE IES DROCr OP STRUCTURES F id # g Code 5th Edition(2014�' El g l l 141r>x ne Uniform Permit'Applica � S ., tion Section A(General Information) Master hermit No. Process No. 141&ractor'�Name 01VA/ 116e�% ®� Job Address � �® s 1141A M/ —A V2 1 ROOF CATEGORY 1 III Low Slope ❑ Mechanically Fastened Tile ® Mortar/Adhesive Set Tiles I ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 I ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance 10 Reroofing ❑ Recovbring 1 ROOF SYSTEM INFORMATION 1 Low Slope Roof Area(SF)IXO Steep Sloped Roof AREA(SSF)C®5®Total(SF) �� 1 1 1 Section B (Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include dimen- 1 sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 1 ......1 ..... .. .. .. . •000.01 d . .� •1 .1 • 1 1 � 1 � 1 1 a FLORIDA BUILDING CODE—BUILDING,5th EDITION 120141 ti ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C(Low Slope Application) Top Ply Fastener/Bo n t rlal: o 1 Fill in specific roof assembly components and identify � � � 1 1 manufacturer g (If a component is not used,identify as"NA") Surfacing: AII 1 Fastener Spacing for Anchor/Base Sheet Attachment: 1 1 System Manufacturer. 11 —�--- Field:!?/—"oc @ Lap,#RowsO @ "oc Product Approval No.f /2> a ! � Perimeter: /® "oc @ Lap,#Rowsv—@ oc 11 1 1 Design Wind Pressures, From RAS 128 or Calculations: Comer: "oc @Lap,#Rows @ oc 1 Number of Fasteners Per Insulation Board: 1 1 P1:`Z _ P2: 7/,, 7 P3: t� 1 1 Max.Design Pressure,�rgm the specific product Field /f✓e4� Perimeter Comer 1 1 approval system: o '."S' Illustrate Components Noted and Details as Applicable: 1 Deck: p® Woodblocking,Gutter, Edge Termination, Stripping, Flashing, 1 A,, ��aa Continuous Cleat,Cant Strip,Base Flashing,Counterflashing, 1 1 Type:W69®,4 Coping, Etc. is Indicate: Mean Roof Height, Parapet Height, Height of Base 1 1 Gauge/Thickness: �� Flashing, Component Material, Material Thickness, Fastener 1 1 �� ®� /� Type, Fastener Spacing or Submit Manufacturers Details that 1 1 Slope: Comply with RAS 111 and Chapter 16. 8 1 Anchor/Base Sheet&No.of Ply(s): ,Ctq / /P D 1 S 1 1 Anchor/Base Sheet Fastener/Bondin M�terjal.'1/"�� 1 ° .S AIN465MA Insulation Base Layer. a/`y/3�Ra#s • 1• A '5- i!5zW . ... ..'... 1 Base Insulation Size and Thickness: JE44 5-M F'4(S4V®-PZ/ . :.. Parapet Height ;•109; Base Insulation Fastener/Bonding Material: a— . .. . .. .. .. o • 1 Top Insulation Layer:&A . 1•• 1 •••••• ..�... 0/ 1 Top Insulation Size and Thickness: 0 r��">� Mean :.r..: 4 266q,�I/ • .•Rood • To��syl tion Fastener/Bonding Material: °�FAC *Aeig*ht 1 1 &JH17E Base Sheet(s)&No.of Ply(s):cIw�O 1 1 1 1 Base Sheet Fastener/Bonding Material: 1 Ply Sheet(s)&No.of Ply(s):eA c-roF, e YsAy(/pw) 1 1 1 Ply Sheet F sten e-r-11BBI ondina Material: 1 L.A'l 1 Top Ply:E1A5 4_Ek .SAP 15� 1 1 1 15.38 FLORIDA Rim nlNn CnnF_m m nwr. GN.!{ CI fIT1A�1/OMA\ 1 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.�(sd�/ z- ,?4%/�6. 1 1 Notice of Acceptance Number. /;?—(7"2�,® 1 Minimum Design Wind Pressures I Applicable(From RAS/1 or Calculations): M 1 Pi 1 1 Deck T 1 YPe� 1 Type Underlayment: o � 1 Vtop e: 1 ' 12 Insulation: 1 VIA 1 Fire Barrier: ; 1 Ridg=V 'lation? Fastener Type&Spacing: � 1 Adhesive Type: AQ 1 1 Type Cap Sheet: �� L C • 1 ••••t•• Mean Roof Height: Roof Covering: e . Type&Size Drip t �'1'• Edge: '1• FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.39 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 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 K. 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. 1 1 Method 1 "Moment Based Tile Calculations Per RAS 127" 1 (P1 x _% -Mg13 �=M,,yol'g Product Approval Mt��,r 1 (P2 xx r�_7/A-Mg: ff=M2 2 Product Approval Mf 5 1 (P3:/((/, xQ =.3/ap -Mg JY =M,;,%L Product Approval M,3 0,7 1 Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(Mr)From Table Below Product Approval Mt 1 M,required Moment Resistance* 1 Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 1 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 32.8 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 file 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. •••••• 0000.. 1 . . Method 3"Uplift Based Tile Calculations Per RAS 127" •• •••:• 0• 1 0000.. 0000.. (P1: x L = x w:=_)-W: x cos 8 =Fr, Product Approval F' •0 0;0 0 0 1 (P2: x L = x w:= )-W: x cos 8 =Frz Product Approval F' •••••• 1 (P3: x L = x w:=_)-W: x cos 0 =F,� Product Approval F' ' ;•'..' 0 0.0 0• 1 • 00.00. 0*00 Goose 1 Where to Obtain Information •• •• •••• •••• 1 Description Symbol Where>io Ind •• 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an epgineeria�al� lysis pre, •G 1 pared by PE based ortA§eEO'7 0 000 0 0' 1 Mean Roof Height H Job Site .. 1 Roof Slope 0 Job Site 1 Aerodynamic Multiplier Product Approval 1 Restoring Moment due to Gravity Mg Product Approval 1 Attachment Resistance Mf Product Approval 1 Required Moment Resistance Mg Calculated 1 Minimum Attachment Resistance F' Product Approval 1 Required Uplift Resistance Fr Calculated 1 Average Tile Weight W Product Approval 1 Tile Dimensions L =length W=width Product Approval 1 All calculations must be submitted to the building official at the time of permit application. 1 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) ' J ' ' ' Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. t t MIAM4DADE) r MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/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. DESCRIPTION: Polyglass Self-Adhered Roof System over Wood Decks 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. 0000.... 0000.... RENEWAL of this NOA shall be considered after a renewal application has been filed and dele has beenmo change.' in the applicable building code negatively affecting the performance of this product. 009:90 •••• .... • 0000.... . 00 00 0000.... TERMINATION of this NOA will occur after the expiration date or if there has been a rtywprt or eliailge.0 in the.••0 0• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an en&rsament of a*4produot,:..0 for sales,advertising or any other purposes shall automatically terminate this NOA. Failum4reomply""any see ien:- of this NOA shall be cause for termination and removal of NOA. :00:9: . . . . 00 0000.... 008 0 . ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Tlonda, and Followed br tf(!: expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,their 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# 13-0514.10 and consists of pages 1 through 33. The submitted documentation was reviewed by Alex Tigera. - NOA No.: 13-1217.01 PDAD COUNTY Expiration Date: 10/11/17 �lrnApproval Date: 11/06/14 r ROOFING ASSEMBLY APPROVAL Cateeorv• Roofing Sub-Cateeor: Modified Bitumen Materials SBS/APP/TPO Deck Type: Wood Maximum Design Pressure -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Elastobase 65' 2"x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Type I base sheet. XtraFlcx SBS Glass 65' 8"x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Base Type I base sheet. Polyglass G2 Base 108' x 36" ASTM D 4601 Asphalt-coated fiberglass reinforced base sheet Type H Polyanchor 250' x 48" ASTM D 4601 A polymer woven,high performance, synthetic base Type H sheet. Elastobase P 65' 8"x 3' 3-3/8" ASTM D 6164, SBS modified asphalt coated polyester reinforced base Type I sheet. Elastoflex SA V FR 66' 8"x 3' 3-3/8" ASTM D 6163, Self-adhered,fire-rated, fiberglass reinforced, SBS (1.5-mm) Type I modified bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V 66' 8"x 3' 3-3/8" ASTM D 6163, Self-adhered, fire-rated,fibergjass reiipforaetl, SBS PLUS FR Type I modified bitumen membr1ue'1wCth a self-adhering bacr face and a smooth top surf&@®•. ...... Elastoflex SA V(1.5- 66' 8"x 3' 33/8" ASTM D 6163, Self-adhered,fiberglass re—Qgved, SRS modified .... mm) Type I bitumen membrane with d sebfsAdhcriZg•l0k faceaigd. a smooth top surface. •••••• •••• ..... Elastoflex SA V 66' 8"x 3' 33/8" ASTM D 6163, Self-adhered, fiberglass r; 19ed, SW modified•• %• PLUS Type I bitumen membrane with$self-ldhering back facgaud:. a smooth top surface. XtraFlex SBS Base 66' 8"x 3' 33/8" ASTM D 6163, Self-adhered,fiberglass reinforced, SB.%P'ngdified SA Type I bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA P FR 32' 10"x3' 3-3/8" ASTM D 6164, Self-adhered,fire-rated,polyester reinforced, SBS Type I modified bitumen membrane with a self-adhering back face and a granule top surface. XtraFlcx SBS G SA 32' 10"x3' 3-3/8" ASTM D 6164, Self-adhered, fire-rated,polyester reinforced, SBS Type I modified bitumen membrane with a self-adhering back face and a granule top surface. NOA No.: 13-1217.01 CMIAMI-MADEourmr Expiration Date: 10/11/17 Approval Date: 11/06/14 t Elastoflex SA P 32' 10"x 3' 3-3/8" ASTM D 6164, Self-adhered, fiberglass reinforced, SBS modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyflex 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. XtraFlex APP S 32' 10"x3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polybond 32' 10"x3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polyflex G 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Polyflex SA P 32' 10"x 3' 33/8" ASTM D 6222, Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyflex SA P FR 32' 10"x3' 3-'/8" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP Type I modified bitumen membrane with a self-adhering back face and a granule top surface. XtraFlex APP G SA 32' 10"x 3' 33/8" ASTM D 6222, Self-adhered, fire-rated,polyester reinforced, APP Type I modified bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G SBS SA 32' 10"x3' 3-'/8" ASTM D 6164, Self-adhered,fiberglass reinforced, SBS modified Type I bitumen membrane with a self-adhering back face and a granule top surface. • 600 Polyfresko G SBS SA 32' 10"x 3' 33/8" ASTM D 6164, Self-adhered,fire-rated,fibetgkss re&nforged, SBS •,•• FR Type I modified bitumen memb"vAth a self-acirieringpkasg. face and a granule top sut&M..• 9 ; •••; .... .. . Polyfresko G APP SA 32' 10"x 3' 33/8" ASTM D 6222, Self-adhered,polyester rtirforeed,AlPWIdifiect.... Type I bitumen membrane with tsgulf adherinEt back face a granule top surface. •• •• **so •••••• see Polyfresko G APP SA 32' 10"x 3' 33/8" ASTM D 6222, Self-adhered,fire-rated,i4es2er reiliforred,APP...;. FR Type I modified bitumen membrane with a self adhering bg c: face and a granule top surface • .• ;•; • PolyKool 32' 10"x 3' 33/8" ASTM D6222 Self-adhered,polyester reinforced, APP modified Type I bitumen membrane with a self-adhering back face and a white film laminate on the top surface. XtraFlex Kool APP S 32' 10"x 3' 33/8" ASTM D6222 Self-adhered,polyester reinforced,APP modified SA Type I bitumen membrane with a self-adhering back face and a white film laminate on the top surface. Polyglass APP Base 65' 8"x 3' 33/8" ASTM D 6509 APP modified asphalt coated fiberglass reinforced Type I base sheet. NOA No.: 13-1217.01 Muvhan�ecouwr�r Expiration Date: 10/11/17 Approval Date: 11/06/14 PG325 Cold Process 1,3, 5, 50, 55 gal.or ASTM D3019 A fibered cold process adhesive for use with roll or Adhesive tube Type III BUR roofing. PG 100 Asphalt Primer 1,3, 5, 50, 55 gal, ASTM D41 A penetrating solution of solvent and a blend of tube or 17 oz. spray selected asphalts used to promote adhesion. can XtraFlex 10 Asphalt 1,3, 5, 50, 55 gal, ASTM D41 A penetrating solution of solvent and a blend of Primer tube or 17 oz. spray selected asphalts used to promote adhesion. can PG350 Mod Bit 1,3, 5, 50, 55 gal. or ASTM D3019 A fibered rubberized adhesive designed for use with Adhesive tube Type III modified bitumen membranes. PG400 Plastic Roof 1,3, 5, 50, 55 gal. or ASTM D4586 A thick,fibered,rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions. PG425 Wet/Dry Roof 1,3, 5, 50, 55 gal. or ASTM D4586 A thick,fibered,rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions. PG450 Flashing 1,3, 5, 50, 55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement. Cement tube PG500 MB Flashing 1,3, 5, 50, 55 gal. or ASTM D4586 A thick,fibered,rubberized flashing cement for use Cement tube with modified bitumen membranes. Polyplus 35 Premium 1,3, 5, 50, 55 gal.or ASTM D3019 A fibered rubberized adhesive designed for use with Mod Bit Adhesive tube Type III modified bitumen membranes. XtraFlex 35 Premium 1, 3, 5, 50, 55 gal. or ASTM D3019 A fibered rubberized adhesive designed for use with Mod Bit Adhesive tube Type III modified bitumen membranes. Polyplus 45 Premium 1, 3, 5, 50, 55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement. Flashing Cement tube Polyplus 50 Premium 1,3, 5, 50, 55 gal. or ASTM D4586 A thick,fibered,rubberized flashing cement for use MB Flashing Cement tube with modified bitumen membranes. 0000 . . 0600.. XtraFlex 50 Premium 1,3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered,rubberil'od11aehing.t ma nt for use .0 Modified Wet/Dry tube with modified bitumen r Viftbr Ines. 6666:0 .� .0000. . . Cement .••6• . Polyplus 55 Premium 1,3, 5, 50, 55 gal.or ASTM D4586 A mastic compound for uso.a9 a roofs AWAg 0000. Modified Flashing tube adhesive. 000090 •••• ••••• Cement 0000 0000 0000.. 0000.. 0000.. . . 0000.. .. 0000 NOA No.: 13-1217,01 MIAMI•DAD:COUNTY Expiration Date: 10/11/17 Approval Date: 11/06/14 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) Polytherm-H Polyisocyanurate foam insulation Polyglass USA,Inc. Polytherm Polyisocyanurate foam insulation Polyglass USA,Inc. ACFoam-II Polyisocyanurate foam insulation Atlas Roofing Corp ACFoam-III Polyisocyanurate foam insulation Atlas Roofing Corp High Density Wood Fiberboard Wood fiber insulation board Generic DensDeck,DensDeck Prime Gypsum insulation board Georgia-Pacific Gypsum LLC H-Shield Polyisocyanurate foam insulation Hunter Panels,LLC H-Shield CG Polyisocyanurate/perlite composite insulation Hunter Panels,LLC ENRGY-3,JM ISO 3 Polyisocyanurate foam insulation Johns Manville Corp. Fesco Board Expanded mineral fiber Johns Manville Corp. Multi-Max FA-3 Polyisocyanurate foam insulation Rmax Operating,LLC. SECUROCK Gypsum-Fiber Roof Board Fiber reinforced coverboard United States Gypsum Corporation .906.0 9999.. 9999.. 9999.. . 9999.. 9999.. 9999.. 9999 .. 9999 . 66 66960 9999.. 0000 9999. .. .. 9.96 666966 9 9999.. . . . 9 0000% 9999.. . . 909009 .. . 0 000 6 0 00 0 NOA No.: 13-1217.01 MIAMI•DAD;COUNTY Expiration Date: 10/11/17 Approval Date: 11/06/14 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Descriution Dimensions (With Current NOA) 1. Dekfast Fasteners 12, 14& Insulation fastener for wood, SFS Intec, Inc. 15 HS steel and concrete decks 2. Dekfast Galvalume Steel Galvalume hex stress plate. 2 '/8"x SFS Intec,Inc. Hex Plate 31/415 3. #14 Roofgrip Insulation and membrane Various OMG,Inc. fastener 4. Flat Bottom Metal Plate A2-SS aluminized steel plate 3" square OMG,Inc. 5. Trufast#14 HD Fastener Insulation fastener for steel and Altenloh,Brinck&Co. wood decks U.S.,Inc. 6. Trufast 3"Metal Insulation Round Galvalume AZ50 steel 3.23 round Altenloh,Brinck&Co. Plate plate 3"round U.S.,Inc. 7. Polygrip Fasteners#12,#14 Insulation fastener for wood, Various Polyglass USA,Inc &#15 steel and concrete decks 8. Polygrip Hex Plates Galvalume hex stress plate. 2 '/8"x Polyglass USA,Inc 31/4" 0000•• • • • 0000•• •• • • • • 0000•• • 0••060 • 0000•• • 660006 • • • 66.6•• 666• •• • • • • • • • • • •• 00000 • • .:6: '0"0':6 •669 6.6.6 •• •• 6 6.6 00.00•• • • • • • 6•••66 • • • • • 000000 00 NOA No.: 13-1217.01 MIAMI-DAD,COUNTY Expiration Date: 10/11/17 �lwgaawApproval Date: 11/06/14 APPROVED SURFACING: TABLE 4 Product Product Application Specification Manufactur Name Description Rate er PG200 Non-Fibered Roof Coating A non fibered asphaltic coating used 11/2-2 gal/sq TAS 140 Polyglass to add life and rejuvenate existing USA,Inc. BUR roofmg substrates. XtraFlex 20 Bituminous Roof A non fibered asphaltic coating used 1%2-2 gal/sq TAS 140 Polyglass Coating to add life and rejuvenate existing USA,Inc. BUR roofmg substrates. PG300 Fibered Roof Coating An asphalt cutback fibered roof 11/2-2 gal/sq ASTM D4479 Polyglass coating. May be applied by brush or USA,Inc. spray equipment to rejuvenate aged BUR XtraFlex Bituminous Roof An asphalt cutback fibered roof 1%2-2 gal/sq ASTM D4479 Polyglass Coating Fibcred coating. May be applied by brush or USA, Inc. spray equipment to rejuvenate aged BUR PG600 Non-Fibered Aluminum Non-fibered aluminum roof coating. 1/2-1 gal/sq ASTM D2824 Polyglass Roof Coating Type I USA,Inc. PG650 Fibered Aluminum Roof Fibered aluminum roof coating. 1%2-2 gal/sq ASTM D2824 Polyglass Coating Type III USA,Inc. PG700 Elastomeric Roof Coating A premium white elastomeric acrylic 1-1%2 gaUsq ASTM D6083 Polyglass based roof coating(water-based). A USA,Inc. polyester fabric may be used for 9999.. reinforcement with this coating. •••••• PG800 Non-Fibered Asphalt An asphalt base,un-fibered clay 3 gal/sq in A41H D1211 •PolygJ44s,:• Emulsion Roof Coating emulsion two coats 966:90 USA,Jnc. . 9999.. XtraFlex 80 Emulsion Roof An asphalt base,un-fibered clay 3 gal/sq in ASStl�1)12 •Polyglass Coating emulsion two coatsUSA J3 • 9999.. 9999 .. PG850 Fibered Asphalt Emulsion An asphalt base,fibered clay 3 gal/sq in ASTM 1)1227" Po1yg119!::' Roof Coating emulsion two coats :0*:*: 04, USA,Ince 00 666699 Polyplus 65 Premium Fibcred Fibered aluminum roof coating. 11/2-2 gal/sq :1S'[M D2824 Polypi$s..: Aluminum Roof Coating '`Type III :':JSA,Rnc. XtraFlex 65 Aluminum Roof Fibered aluminum roof coating. 1%2-2 gal/sq ASTM 132824 Polyglass Coating Fibered Type III USA,Inc. Polyplus 60 Premium Non- Non-fibered aluminum roof coating. 1/2-1 gal/sq ASTM D2824 Polyglass Fibered Aluminum Roof Coating Type I USA,Inc. XtraFlex 60 Aluminum Roof Non-fibered aluminum roof coating. 1/2-1 gal/sq ASTM D2824 Polyglass Coating Type I USA,Inc. NOA No.: 13-1217,01 MIAMI•DAD:COUNTY Expiration Date: 10/11/17 Approval Date: 11/06/14 APPROVED SURFACING: TABLE 4 Product Product Application Specification Manufactur Name Description Rate er Polybrite 70 Premium Grade A premium white elastomeric acrylic 1-1'/2 gaUsq ASTM D6083 Polyglass Elastomeric Roof Coating based roof coating(water-based). A USA,Inc. polyester fabric may be used for reinforcement with this coating. XtraFlex 70 Premium Acrylic FR A premium white elastomeric acrylic 1-1'/2 gaUsq ASTM D6083 Polyglass Roof Coating based roof coating(water-based). A USA,Inc. polyester fabric may be used for reinforcement with this coating. Polybrite 90 High Solids Silicone A premium grade high solids, single 1.25 gal/sq ASTM D6694 Polyglass Roof Coating component,moisture cure,fluid USA,Inc. applied silicone coating XtraFlex SRC 9600 High Solids A premium grade high solids, single 1.25 gal/sq ASTM D6694 Polyglass Silicone Roof Coating component,moisture cure,fluid USA,Inc. applied silicone coating Polybrite 95 Silicone Roof A single component, solvent, 1.25 gal/sq ASTM D6694 Polyglass Coating moisture cure silicone coating. USA, Inc. XtraFlex SRC 8000 Silicone Roof A single component, solvent, 1.25 gal/sq ASTM D6694 Polyglass Coating moisture cure silicone coating. USA,Inc. Gravel To be installed in a flood coat of 400 lbs/sq N/A Generic approved asphalt at 60 lbs/sq Slag To be installed in a flood coat of 300 lbs/sq N/A Generic approved asphalt at 601bs/sq • 6060.... 6060.... 6060 000.0. ..60..66 . 6060.... 000000 . 6060.... 0000 00 0 . . 6060.. . 6060 6060... 6060.... 606000 6060.09 6060 6060 60600 . 60600 0 .0 6060.... 6060 . . . 0 6060.... 6060.... . . :0066: 00 . . .00 6.9 . NOA No.: 13-1217.01 MwManape COUNTY Expiration Date: 10/11/17 Approval Date: 11/06/14 EVIDENCE SUBMITTED: Test Aaencv Test Name/Report Report No. Date Factory Mutual Research 4470 2W7A7.AM 08.04.94 Corporation 4450 2D5A9.AM 06.22.99 4470 3001334 02.15.00 4470 3000857 01.12.00 4470 3004091 01.12.00 4470 3012321 07.29.07 4450 3014751 08.27.03 4450 3019317 06.30.04 4470 3014692 08.05.03 Trinity ERD TAS 114 11752.09.99-1 02.08.00 TAS 114 02764.09.05 09.09.05 TAS 114 02762.03.05 03.30.05 TAS 117(B)-ASTM D903 020841.06.04 06.02.04 TAS 114 P1734.07.06-R1 02.27.07 TAS 114 P1738.02.07 02.05.07 TAS 114 P1739.01.07 01.23.07 TAS 117(B)-ASTM D6862 C8500SC.11.07 11.30.07 ASTM D6164/ASTM D6222 P10490.08.08 08.13.08 ASTM D6164/ASTM D6222 P10490.10.08-R1 10.03.08 ASTM D6222 P7400.03.08-R2 10.09.08 TAS 114(D)—ASTM D1876 P10070.10.08 10.09.08 ASTM D6222 P10490.10.08-2 10.30.08 FM 4470&TAS 114 P33970.03.11 03.15.11 ASTM D6163 /ASTM D 4601 P33960.03.11 :..03,15.11 TAS 114& TAS 117(B) 11757.12.00-1%Rl•�� 04.29.13**•*:" TAS 114& TAS 117(B) 11757.04.01-1-41... :"0430.13...... ASTM D6164 P37590.07.13.4•:•• ®7.02.13• • ASTM D6164 1`37590.03.13-�-A••. :-.03,06.13- ASTM D6163 P37590.03.13-2-AP' ' 02.05.13":6 . ASTM D6222 P37590.09.1 .::: :04012.13:::: . .. ... ...... ASTM D4601 /TAS 117 P45940.09.13..... 09.04.13 .. TAS 114&FM 4474 P41630.08.13 . 08.06.13..•.:. TAS 114(IT) P13760.09.09 ••� :•009.10.09;„ ..0; ASTM D4601 /TAS 117 P45970.05.14” 032.14' PRI Construction Materials ASTM D6222 PUSA-061-02-02 Go 01*28.08 Technologies ASTM D6222 PUSA-062-02-02 12.04.08 ASTM D6163 PUSA-064-02-02 02.27.08 ASTM D6694 PUSA-134-02-01 05.16.14 ASTM D6694 PUSA-135-02-01 05.16.14 MAM4DADE CQUNTY NOA No.: 13-1217.01 ..� Expiration Date: 10/11/17 Approval Date: 11/06/14 Membrane Type: SBS/APP Deck Type 1: Wood,Non-Insulated Deck Description: 19/32"or greater plywood or wood plank. System Type E(1): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Base Sheet: One ply of Elastobase,XtraFlex SBS Glass Base, Elastobase P or Polyanchor fastened to the deck as described below: Fastening#1: Attach base sheet using 11 ga. annular ring shank nails and 1-5/8"diameter tin caps spaced 8" o.c.in a 4"lap and 8"o.c. in three equally spaced staggered rows in the center of the sheet. Fastening#2: Attach base sheet using OMG#14 Roofgrip fasteners and Flat Bottom Metal Plates,Dekfast #14 with Dekfast Galvalume Steel Hex Plates,Polygrip Fasteners#14 with Polygrip Hex Plates or Trufast#14 HD Fasteners with Trufast 3"Metal Insulation Plates spaced 12"o.c. in a 4"lap and 12"o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V(1.5-mm),Elastoflex SA V PLUS,XtraFlex SBS Base SA,Elastoflex SA V FR(1.5-mm)or Elastoflex SA V PLUS FR, self-adhered. Membrane: One ply of Polyfresko G SBS SA,Polyfresko G SBS SA FR,Polyfresko G APP SA, Polyfresko G APP SA FR,Elastoflex SA P,Elastoflex SA P FR,XtraFlex SBS G SA,Polyflex SA P,PolyKool,XtraFlex Kool APP S SA,Polyflex SA P FR or XtraFlex APP G SA, self- adhered. Or ...... One ply of Polyflex G,torch-applied. •• • ...... . ...... Surfacing: (Optional)Install one of the approved surfacing products listed in•fabPe 4 to obtain desires•...: coating or required fire classification. • .... . .. ..... ...... .... ..... Maximum Design •••••• ••:• •••••• Pressure: -52.5 psf; (See General limitation#7.). ;••;•; •• . . . . ...... . . ...... NOA No.: 13-1217.01 MLAMI-DADecounrnr Expiration Date: 10/11/17 Approval Date: 11/06/14 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIlv1QITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8"ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared, signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the witkdraVral resistance value taken from Testing Application Standards TAS 105 and calculations in cpmplia4c' Mth RoQ"g.. Application Standard RAS 117. • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requiren*htS bf these areas. Fast&?&:• densities shall be increased for both insulation and base sheet as calculated ih*Mpliana kith Ro&fwg.: Application Standard RAS 117. Calculations prepared, signed and sealed by a 1`14" registq' krofess}qal• Engineer, Registered Architect, or Registered Roof Consultant (When this limita"is specifically refewrAL within this NOA,General Limitation#9 will not be applicable.) •• •• 09:0 •••••• 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing terminal the tesigns shatl conform to. Roofing Application Standard RAS 111 and applicable wind load requirements. 0 0 :000:0 ""0' 9. The maximum designed pressure limitation listed shall be applicable to all roof press V-;011nes(i*,fieri, •••• perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanW fa$tening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE NOA No.: 13-1217.01 MwMMADe couwrr Expiration Date: 10/11/17 Approval Date: 11/06/14 M h4MID�IDE i MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/vera Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 900 Concrete Roof Tile 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or kkwr ity, stake an4 following' statement: "Miami-Dade County Product Control Approved",unless otherwise noted hew"s a e :sees' 0 0.0:0 000000 • :*ego: • RENEWAL of this NOA shall be considered after a renewal application has been filed�foftre ha$%l :eno 0 • change in the applicable building code negatively affecting the performance of this produR 0 0 0 we 0�: 0• 00000: •ego 0000. ** !0. •..• •0000• TERMINATION of this NOA will occur after the expiration date or if there has been a.wwiswn or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an!dorsement,vf.M prodsel•0 • for sales,advertising or any other purposes shall automatically terminate this NOA.Faili:re t0 rompl�with any section of this NOA shall be cause for termination and removal of NOA. 0' 0 0 0 0 0 0 0 as • 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#07-0220.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MAW t]ADE COUNTY NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Catmorv• Roofing Sub-Cateeorv: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Descrintion Barcelona 900 1= 17" TAS 112 High profile, interlocking,one-piece,'S' w= 13" shaped,high-pressure extruded concrete roof %2"thick tile equipped with three nail holes. For direct deck or battened nail-on,mechanically fastened,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted•Barcelona,j6hC;de ...... Width:varies roof pieces for use at hip*"cs,rides and •• ... . varying thickness valley terminations manafagtured for each the •••••• profile. """ GO :....: OGG* 00 2.1 MANUFACTURING LOCATION ...... .... ..... G* OGG 2.1.1. Lake Wales,FL. •••• .• . . . . . . ...... 2.2 SUBMITTED EVIDENCE: ...'. :....: ... Test Aeencv Test Identifier Test Name/Report bate : Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 &TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) NOA No.: 12-0222.02 MIAMMAD,COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 7 Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Professional Service Industries, IC-1320-94 Physical Properties Feb. 1995 Inc. TAS 112 The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996 Engineering,Inc. 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (3"Headlap,Nails,Direct Deck,New Construction) The Center for Applied 25-7688-4 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (4"Headlap,Nails,Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 A�It 1996 ...... Calculations .009.0 0000.. • . . 0000.. Walker Engineering,Inc. Evaluation 25-7584 ::•;••Decembgr 1996 • Calculations 25-7804b-8 .... :0. . 25-7804-4&5 ••• ••••• 25-7848-6 ••;••; ••••• .. .. 0000 0000.. Walker Engineering,Inc. Evaluation Restoring Moments Due 20.. February 2007 Calculations Gravity • . . . . 0000.. 0000.. Nutting Engineers 122 TAS 112 •••; JanuW.2Q07 ;•••• 00 0 NOA No.: 12-0222.02 MLAMI-D ne couwrtt Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 7 3. LimrrATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments 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 the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions (I x w) Tile Profile Weight W(Ibf) Length-I (ft) Width-w(ft) Barcelona 900 11.5 1.417 1.08 pose Table 2: Aerodynamic Multipliers -I(ft?) ; 6696:' Tile (ft ) ••••?e(ft ) •••••• Profile Batten Application Direct thek Application ;0000; Barcelona 900 0.289 '...03131. 0000. 00.00. 0000 ease. Table 3: Restoring Moments due to Gravity- Mg (ft-Itff) " 6666 6666 ' ..Gees Tile 2":12" 3":12" 4":12" 6":12" b':&% 7 :12" o�•• • 0000.. Profile ; sea • greateC... : Barcelona Battens Direct Battens irept Battens Direct Battens Direct Battens Direct We$s Direct • 900 Deck Deck Deck Deck Deck Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 1 6.79 7.61 6.61 7.40 KOA No.: 12-0222.02 M AMI-wwe counmr Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 48 Screw 20.7 20.7 18.1 2 48 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0 Field Clip) 1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0 Eave Clip) 2-10d Smooth or Screw Shank Nails 27.6 27.6 38.6 Field Clip) 2-10d Smooth or Screw Shank Nails 38.1 38.1 41.8 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Adhesive 29.3 2. 1 See manufactures component approval for installation requirements. • 2 Dow Chemical TileBond Average weight per patty 10.7 grams. ...... . ...... Polyfoam Product Inc.Average weight per patty 8 grams. . Table 6 Attachment Resistance Expressed as a Moment-MrAft 1bf) : ..... for Single Patty Adhesive Set Systems 66:00: •••• •• ••• Tile Tile Application M60jj;Fg Attachment •• Profile : aedistance ••••:• Barcelona 900 Polyfoam Pol ProT'" 66.5 •••• Polyfoam Pol ProTA° 8. 3 Large paddy placement of 63grams of Pol ProTm. 4 Medium paddy placement of 24grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Barcelona 900 Mortar Set 24.5 5. Tile-Tite Roof Tile Mortar NOA No.: 12-0222.02 MIAMMADE COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE(LAKE WALES FL PLANT Z) LOCATED UNDERNEATH TII.E 6. BUILDING PERNIIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • . ...... 00000• • •060•• • 000.6• • • • •0.0•• 0000 •• • • • • • • • • 0000 • •• 0000• • • 0000•• •66• •0••6 • • • •• •6 •••• 0000•• • ••••0• • • • • • • • 00 0 NOA No.: 12-0222.02 MAMhDADE COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 7 PROFILE DRAWING NAIL HOLES OVERLOCK 3 5/8 ,. 17 " 13" UNDERLOCK - - 0000.. 0000.. 0000.. 0000.. . 0000.. BARCELONA 900 CONCRETE ROOF TILE ••• •• • 0000.. .... .. . END OF THIS ACCEPTANCE ...... ' .,.. .,:..' 0000 0000 0000.. 0000.. 0 :. . . . .0000. 0000.. . . .9.66. .. . . ..• .. 0 NOA No.: 12-0222.02 MLAMM=E COW = Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7 f f MIAMaDADE s — MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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. DESCRIPTION: Polyglass Polystick Underlayments •660.0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,,c ity;state"nd following" • statement: "Miami-Dade CountyProduct Control Approved",unless otherwise noted here """' PP 1A.... ...... """ RENEWAL of this NOA shall be considered after a renewal application has been filed aqd there has begn%,o 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 rgy"W* 90 or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an enoorsex;ent of any:groduot,••• • for sales,advertising or any other purposes shall automatically terminate this NOA.FailurC toAjnply With any sec:im 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. NOA No.: 14-0717.08 M1 I-DADE CO11 UNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 r ROOFING COMPONENT APPROVAL Cateeory Roofing Sub-Cateeorv: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Descrintion Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 6518"x 3'33/8" membrane,glass fiber reinforced with polyolefmic #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 65'8"x 3'33/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile, slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65' x 3'33/8" APP polymer modified,fiberglass reinforced, #1 &#2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield;...;. ...... Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt*elf- tctlheri+q;as- • (Surface Printing) 65' x 3'33/8" D 1970 fiber/polyester reinfo*r*g*V$•vyaterproo�ng . Manufacturing Location 80 mils thick membrane.Designed as&.metal r!"and mole #1 &#2 tile underlayment. •••• •• ••••• . . ...... .... ..... •V •• •••• ...... Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt w"roofing membrane, .' Manufacturing Location 32'10"x 3'33/8" D 1970 glass-fiber/polyester Yeinfoiced,ttkj gmuk&O0 0• #2 130 mils thick surface designed for ase ata tile foof • underlayment. •' • • s•• 0 • . . Polystick Tile 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. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 333/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 14-0717.08 MIAMI-RADE COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 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 SUBNIITTED: Test Agency Test Identifier Test Name/Renort Date Trinity I ERD P 10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 ;••QW.01/11 P37300.10.11 TAS 110/ASTM D4798&:D187P 10/19/110***:" P40390. 08.12-1 TAS 103 &TAS 1100 O•• %04006/12..0.00 P40390.08.12-2 ASTM D 1623 •••;•• Q8/07/12. P40390.10.12 ASTM D 1970 .... .. 10/03/12:.•••: P37590.07.13-1 ASTM D6164 W102113••;••. P45270.05.14 TAS 103,TAS 110&ASVW: 715/12/14•• •• D1623 �• •• •••• ••�••• P46520.10.14 ASTM D1623 1Ql03/14....:. P44360.10.14 TAS 103 &TAS 110 : W/67/14. • P43290.10.14 ASTM D 1970&TAS 1140• •• 14f'j 7/14:•*• 00 0 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX231)8A TAS 103/ASTM D4798&G155 02/18/10 NOA No.: 14-0717.08 rtwMADE COUNTYExpiration Date: 09/13/16 Approval Date: 01/22/15 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 H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3) Base sheet mechanically fastened deck subsequent cap membrane selIVadhered. •••••• • . • Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. *es ••• •• 060.66 . ....0. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12"grid, 6" o.c.atVfflintmum 4"Bead lap.:(fpt.: base sheet only) 09090 " '- ..... Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal lap;and minimtn 6"verti�l•• (Optional) laps. •• •• 86:0 90 00" • • Membrane: Polystick TU Plus self-adhered. • 0.0.00 Surfacing: See General Limitations Below. ' • • • 0000•• • • NOA No.: 14-0717.08 MIAM�•DADe couNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 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 3-1/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 LmTATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tyle systems zQfd 4&%-ry slag... roof assemblies.Polystick TU P may be used in all the previous assemblies listed exoop$rgetal roof. • Polystick IR-Xe may be used in all the previous assemblies listed except metal roofmg4nd roof the systems'••0 0• Polystick TU Max may be used in non-structural metal roofing and roof tile systems.0TlaStoflex S6 G may 6e.0.00 : used in roof tile systems only. •• r 0 • . .. 0000. 3. Deck requirements shall be in compliance with applicable building code. ••••0000•• •••• 0.0 0 0 0 .. 000000 000000 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface..Uc deck shall be free of .' irregularities. 0 0 0000:0 0000.. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly ovcr a prq'existiigg rQQf :6000: membrane as a recover system. •000 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations(days) 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. N/A 90 N/A 180 N/A 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. NOA No.: 14-0717.08 MIAMhDdD;COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance.Polystick TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 :000:0 0000.. Slope •••:• • 666666 0000% • t 0000.. t0000.. 0000 .. . 0 6 0000 6 00 00666 0000.. 0000 0000. 00 00 0000 0000.. 6000.. 6 0 . • ,t, r:e,,:r ,` .. • • • • •000000 � •0000• • • • 6 ', • • • •6606• J 00 0• 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. NOA No.: 140717.08 MIAMI-RADE COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 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 ng Tiles (6 Max Per Stock) d e aL rnI r1l N to Imof Deck pr•prsd with POLWnCKTU 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 IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. ;•••;• LABELING: •• • ...... . ...... 1. All membranes or packaging shall bear the imprint or identifiable marking of the manflfilc'Uer's name or logo;city.: and state of manufacturing facility and the following statement: "Miami-Dade County VrMact Ca6tr9CApproyp�. or the Miami-Dade County Product Control Seal as shown below. ...... .... ..... .. .. .... .... . .•..•• • MIAMI-DARE COUNTY .• • • BUILDING PERMIT REQUIREMENTS: . . .•.•.. • • . Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. MIAMFDADE COU NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/19 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 7712"or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12",precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 4remium Modified••••;• Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50•Prenlium lslkid Ved '. Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of rep%?=3'©?rowed by a patch orV': Polystick material of like kind should be set and hand rolled in place over the area needw such repair.PatcVhr• membrane shall be a minimum of 6 inches in either direction. The repair should be fhshilltd in lclua way se•0..• that water will run parallel to or over the top of all laps of the patch. •••••• :000 ••••• . .. .. .... ...... 10. All self-adhered membranes must be rolled to ensure full contact with approved sub$tj&t . Polyglav requires a.' minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Han&rollcr's are acceptable for•• • rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling•0•0 :....: 11. All approved substrates should be dry,clean and properly prepared,before any application of Poiystiet 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. NOA No.: 14-0717.08 M14M ADE co'wrir Expiration Date: 09/13/16 Approval Date: 01/22/15 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 Roofmg Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING Li IITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .000.6 0000.. 0000.. 0000.. . 0000.. 0000.. 0000.. ease .. . . . 0000 , 6• 0000. 0000.. 0000 0000. 00.00 000. 0 0000.. ...e6a . . . . 0000.. V6900 . . . 0000.. .. 0 e00 00 0 NOA No.: 14-0717.08 Coe cout�mr Expiration Date: 09713/16 Approval Date: 01/22/15 r ---- MIAMI-DARE COUNTY MIAMI-DARE n' PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 0") Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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. 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: 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd,�city, stag xU followin . statement: "Miami-Dade County Product Control Approved",unless otherwise noted hercA 000000 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed ati b6Ac ha 4Gobo change, in the applicable building code negatively affecting the performance of this product. 00:00: •••• ••:•• 00 .. so% 900000 TERMINATION of this NOA will occur after the expiration date or if there has been:a nt:sion or change in the. materials,use,and/or manufacture of the product or process. Misuse of this NOA as an encrorsement of�oy pfoduc4*for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tv jgmljly witk apy�secticgf bf 0 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. MIAMtinEwe COMM NOA No.: 14-0805.01 ...� � �1K� Expiration Date: 05/10/17 Approval Date:09/04/14 Page 1 of 11 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: • 6666.. Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a currentpvhicblist attachment • resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof the act Wve. :" 6006:. 660060 6666.. MANUFACTURING LOCATION: "" 0 6666 . .. 6666. 1. Tomball,TX. 0 6x6666 •666 66666 66 6• 6666 666666 • PHYSICAL PROPERTIES: 0 6 6 6 0 • 6666.. Proorty Test R ul :6666: 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./Ft2 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. NOA No.: 14-0805.01 MIAM1.nAp'=NT gel Expiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/RenoDate Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] 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 0000" 520109-2 •• ' 520109-3 •'.i•• ' .••••• 520109-6 ••9:•0 0 ..+.+• + 520109-7 goes • ' ' 000 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 Asse�181y for fir®'raO . 2. 3W 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 3W 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. NOA No.: 14-0805.01 MIAMhDAD,COUNTY 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 RTF1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the Placement Details'herein. Each generic tile profile requires the specific placFV1gJ�noted herein. ••• 0000.. 0000.. • 0000.. • . 0000.. • 0000.. 0 0000 0. 0 . • • 0000 . .. 00. . . 00 0000.. 0000 0000. 00*000 0000 0000.. •00.0. . 0 • 0000.. ..0000 • . . 0000.. .. . . .0. 0 00 0 WMeMNOA No.: 14-0805.01 I•uaue counmr Expiration Date: 05/10/17 Approval Date:09/04/14 Page 4 of 11 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. C MADECOUNTY . • 06.0.0 ...• • • • • •• • • • • 0000•• • 0000•• • 0000•• BUILDING PERMIT REQUIREMENTS: • As required by the Building Official or applicable building code in order to properly evaluate thq idstallariohof this ••••• system. 0.00•• 0.00 0.00• •• •• 0000 0000•• • 0000•• • • � • • • 0000•• 0000•• • • • • 0000•• • • NOA No.: 14-0805.01 Mu►MaDADE COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 Neil thlow4h plank cenknt Paddy 184im.th Tda) Flat/Low Profile Tile 9ntice ruqulrodP, tl►:d.►.ym•M - 4 ' 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 lolti of the tile being set. fjttrensop6rina9 ` 'r`?u,. _ - �` Esvcourt• 2. Continue in same manner.Insure approximately 17 .4, (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 2rn� Fr..Clusure Nell through pLtm cement Medium Profile/ Double Pan Tile (when required o 1 ___paddy Meavath Tilel 1. Starting at the cave course,apply a minimum 2" Uhdawlayffwnt4. '- 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 • overlook of the tile being set. loon.i •� ., 2. Continue in same manner.Insure approximately 17 Battensopolonel ` (109.7 cm2) —23 (148.4 cm2)square inch adhesive contact with the underside of the tilt...:. •••• • 10Ir . r'L4� •••• • • • •• 0000*0 FAw Closure fsaaCnurfo •••••• • • —Fetce. • •••••• a. •••• • •• ••••• na.a thr� pl.Ula E.�•rt*,.. High Profile/Single Pan Tile••• '•'• ••••• f whoa rctlulrtdb PaddP If3.n•uh Til•1 •• ••• ••i• •••••• • Und•.l.ymenr �'' 1. Starting at the cave Course,apply a ipimrgum 2"••••i• (50.8 mm)x 10"(254 nvn)x.l"(252f Mhj foam • • paddy onto the underlay%*At positioned aI shovm • i to In. under the pan portion of the tile closegtto the 2in."W° overlook of the tile being set. I�acterts , �> 2. Continue in same manner.Insure approximately 17 apt'-anal :.z �a (109.7 cm2)—23 (148.4 cm2)square inch adhesive `' contact with the underside of the tile. i Esse Cour at , • ' W'eephole [ane closure � �� DNp cdge NOA No.: 14-0805.01 MIJAMI-DADE eouNrr Expiration Date: 05/10/17 Approval Date:60104/14 Page 6of11 ADHESIVE PLACEMENT DETAIL#2 X'411 t!vagh Pl.atar c.m.nt Paddy M"Pzth Tilwi Flat/Low ProSle Tile (,clan r"ev0d;o, 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 ;O'e?einn,5K,"", strengthening rib of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm2) 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) 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 tile �•'°`'°,°`° - _ being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm)- 12(77.4 cm)square inch adhesive contact with the underside of the tile. Neil thraWQh gl.stic cement Medium Profile/Double Pan Tile ,when feguircdl _-Paddy jetneath 11103 1. Starting at the eave course,apply a minimum 2"(50.8 Undalaym•nt ya+'" �� `� ` ti� mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the 4@#14k of the �i the being set.Insure appro�ajely 1 ((109.7 em )— • d,,:,� d i gin. \ e 23 (148.4 cm2)square ingh Wbesive c Mf with this,•:. underside of the tile. • ...... -46P�4 A. 2. At the second course,applytffliinimuhi 2• (50.8mrfi; ,�- x 7"(177.8 mm)x 1"(254 " foam •$ty onto t�e 4>� ,� ,��. :�;a►;�.°�_. _ jam. Love . underlayment positioned ag�S�S1yVn under the pan err. .• F.•.cw,►.. portion of the tile closest to the Dverkpk o$the the...:. being set. • 3. Continue in same manner.Insure approMmately 12" (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 MUW41 DAoe eout�lnr Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Nall though plash.caMent\ High Profile/Single Pan Tile iwhamtequlted;i `\ P+dd/180nemb'MO 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.Insure approximately 17(109.7 cm)— "'' i In_ �.`. F ` 23 148.4 cm)square inch adhesive contact with the Bartens optional � ,'k=', underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) cave coin_ `eK;e x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the ' ' �r••Ph•�• underlayment positioned as shown under the pan o . �2 in :: i' �w Otip caw portion of the tile closest to the overlock of the the e being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm2)- 19(122.6 cm )square inch adhesive contact with the underside of the tile. .000.0 0.00.. . • .. • 0000.. • 0 000000 0000 . .000.0 0000 .. 0 0 . . 0000 0000.. 0000 0000. 00 0 0000.. 0000.. .. 0000 • MIAM4�lADE COUNTY NOA No.: 14-0805.01 e t Expiration Date: 05/10/17 Approval Date:09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 Nall through plastic cement Paddy(between toes) iwhenrequired► 1. On the eave course only,apply a minimum 2"(50.8 Battens optional mm)x 10"(254 mm)x 1" (25.4 mm)foam paddy (under°el onto the underlayment positioned as shown,under s"'gte paddy the strengthening rib for flat tile or under the pan on top o(hle portion of the tile for low or high profile tile closest to the overlock of the tile being set.Leave le approximately 4"(101.6 mm)up from the eave Singlepaddy un - - edge free of foam to prevent the expanded adhesive an undedayroent 2:4 tn. `' '' from blocking the weep holes. Insure °�"•. approximately 17-23 inz(109.7-148.4 cm2)of �101 adhesive contact with the underside of the tile ��in. Fascia rave Closure 2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just below Flat/Low Profile Tile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nail through plastic cernerrt Single paddy under toe pan portion of the tile,closest to the underlock for Irirherr requtred) paady,(between toes) the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive Baal Vaddy(under toe► contact with the underside of the tile. o (Instructions continued on next page) r �4z41n. 2s4in,` S•tngle paddy on • • tng 0000•• rmderlaymerrt • • • •••••• 0000•• • 10►n. 2in. 0000•• • 0000•• hr`s« Eave Closure •••i•• • • • 0000•+ 'e,w 0000 •• • • • Lave Course " Fasda • ° • • • 0000 • •• 0000• 6.6• •• 6000 0000• MedimtProfile Tile 0000•• 0000 0000•• .0.000 • • • • • 0000•• 6....6 • • • •0006• .. • • 666 . • 00 0 NOA No.: 14-0805.01 till owe eourtTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nall through plastic ce Simgle paddy under ole 1whenrequired) 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x3/4 Paddy ibetween tiled (19 mm)paddy on top of the eave course tile Barter , ;--! Paddy(under tile) surface as shown,on top of the strengthening rib optional for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Sftle QA fria ,A, a Install second course of tile.Insure approximately � aa � -� 4:a in. 9(5 8.1 cm2)- 11 (7 1cm2)square inch adhesive Single 2=4 ins,, contact with the underside of the tile at the overlap on and 7(45.2 cm )-9(58.1 cm )square inch top 0 adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Save Course `�``i Fascia Weephole loin. 1In. Eave closure Orap edge High Profile Tile •..•.. • ....•. • •• • • • • • • • 0*00 0 00 .0006 0000•• •000 09000 • •• •• 0000 •• • 0000 • 0000•• • • • • • 0 •000••• • •0000• • 0 • •• • • • 0000•• •0.• NOA No.: 14-0805.01 MIAMMADE couExpiration Date: 05/10/17 Approval Date:09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the cave course,apply a minimum 2" t)Place enough adhesive to achieve 65 to 70 sq.In. Steep pitch applications 8 50 // . mm x / mm x 1"l254/ . mm In contact with the pan tile. (when required) l ) 10"l254 )foam 2)Tum covers upside down.Place adhesive In paddy onto the underlayment positioned as to t 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. tiles from rocking until adhesive has a chance to UnderlaymeM ;' - cure. 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65(419.4 cm2)—70(451.6 cm) square inch adhesive contact with the underside of the pan tile. Eeve closure Sheathing (motor 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 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 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 tile over after foam is applied and place onto pan tile course.Insuraa minimum of ....4+ 20(129 cm2)-25 (161.3 cm2)square mch ••••;• contact area on each side cif the iUvjUe to the -. pan tile.Continue in!WAd Inanner. Trim away... an cured exposed foam adhesio Po' tin • Y P .... g� � g�...� longitudinal edges of Ike,paver t4eS ud considered optional....... .... .+:..• .. .. .... ...... 5. When additional naift Isrequired,2"(50.8 mm)x 4"(101.6 mnfj naildrs or 1""11 wire 00000* system using galvanifae d3 si ainlesss tiSL or ;:**Go: ; copper wire and compatible nails l vj lie used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 MIAMhDAD;BOUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11 11/24/2015 TGFU.R14571-Roofing Systems fastened). Membrane: —"ELASTOFLEX S6 G","ELASTOFLEX S6 G-C"or"POLYFRESKO G SBS" (modified bitumen), hot mopped. 19. Deck: C-15/32 Incline: 1 Insulation:— 1/4 in.thick G-P Gypsum DensDeck@, perlite,wood fiber or glass fiber, 1 in., mechanically fastened. Ply Sheet: —Type G2,mechanically fastened. Membrane: —"POLYFLEX"or"Xtraflex APP S" heat welded. Surfacing: —Monsey Products"Endure Aluminum Roof Coating", "Weather Check" or"Pro-Grade Aluminum Roof Coating", 1.5 gal/sq; or Brewer"Fortress 5001 Asphalt Emulsion",applied at 4 gal./sq.,followed by"PolyPlus 60",applied at 3/4-1 gal./sq. 20. Deck: C-15/32 Incline: 2-1/2 Barrier Board: — 1/4 in. (min)G-P Gypsum DensDeck®with all joints staggered 6 in.from the plywood joints. Base Sheet: —Type G2, mechanically fastened. Membrane: — "POLYFLEX G FR", "XtraFlex APP G HP", "Xtraflex APP G FR"or"POLYFRESKO G FR", heat fused in place. 21. Deck:C-15/32 Incline: 2 Insulation (Optional): —Polyisocya nu rate, perlite, wood fiber or polyisocyanurate/perlite board,any thickness. Barrier Board: — 1/4 in. (min)G-P Gypsum DensDeck@,mechanically fastened with all joints staggered 6 in. from the plywood joints. Base Sheet: — "ELASTOBASE", "XtraFlex SBS GLASS Base" (poly/sand),mechanically fastened or"ELASTOFLEX SA V PLUS FR", "ELASTOFLEX SA V FR"or"ELASTOFLEX SA V FR BASE VENT"(self adhered). Ply Sheet(Optional): —"ELASTOBASE", "XtraFlex SBS GLASS Base"(poly/sand), heat fused or mechanically fastened,or "ELASTOFLEX SA V PLUS FR", "ELASTOFLEX SA V FR"or"ELASTOFLEX SA V FR BASE VENT", (self adhered). Membrane: — "POLYFLEX SA P FR", "POLYFRESKO G APP SA P FR", "ELASTOFLEX SA P FR", "POLYFRESKO G SBS SA P FR", "ELASTOFLEX SA V FR HT", (self adhered)or"POLYFLEX G FR","XtraFlex APP G HP", "Xtraflex APP G FR", "POLYFRESKO G FR", "DUFLEX G FR", "XtraFlex APP Dual","ELASTOFLEX S6 G FR","POLYFRESKO G SBS FR", "ELASTOFLEX VG FR", "XtraFlex SBS POLY G", "XtraFlex SBS POLY G T", "XtraFlex SBS GLASS G", "XtraFlex SBS GLASS GT"or"EL.ASTOSHIELD TS G FR", heat fused. 22. Deck: C-15/32 Incline: 1/2 Insulation (Optional): —Polyisocya nu rate 1.5 in. (min.) with all joints staggered 6-in. (min.)from the plywood joints. Base Sheet: —Type G2, mechanically fastened followed by"ELASTOBASE", "XtraFlex SBS GLASS Base", mechanically fastened. Ply Sheet(Optional): —"ELASTOFLEX SA V PLUS FR", "ELASTOFLEX SA V FR"or"ELASTOFLEX SA V FR BASE VENT", (self adhered). Membrane: —"POLYFLEX SA P FR", "POLYFRESKO G APP SA P FR", "ELASTOFLEX SA P FR", "POLYFRESKO G SBS SA P FR", or"DUFLEX G FR", "XtraFlex APP Dual", "POLYFLEX G FR", "XtraFlex APP G HP","Xtraflex APP G FR", "ELASTOFLEX S6 G FR", "POLYFRESKO G SBS FR", "ELASTOFLEX VG FR", "XtraFlex SBS POLY G", "XtraFlex SBS POLY G T", "XtraFlex SBS GLASS G", "XtraFlex SBS GLASS GT"or "ELASTOSHIELD TS G FR", heat fused. 23. Deck: NC Incline: 2 Insulation (Optional): —Atlas Roofing "ACFoam III"or"ACFoam II"or Hunter Panels"H-Shield",any thickness. Base Sheet: —"ELASTOBASE","XtraFlex SBS GLASS Base"(poly/sand), heat fused or mechanically fastened or"g"F*WLEX SA V FR", "ELASTOFLEX SA V PLUS FR"or"ELASTOFLEX SA V FR BASE VENT", (self adhered). • • • 0000•' Membrane: —"POLYFLEX SA P FR", "POLYFRESKO G APP SA P FR","ELASTOFLEX SA P FR", "POLYF%F•SKQG SB%SA P•FR", •• "ELASTOFLEX SA V FR HT", (self adhered)or"POLYFLEX G FR", "XtraFlex APP G HP", "Xtraflex APP G Fg., OLYFJf�IR7G FR", 0000:0 "XtraFlex APP Dual","DUFLEX G FR", "ELASTOFLEX S6 G FR", "POLYFRESKO G SBS FR","ELASTOFL�SC it K% "XtraFlex SBS POLY G",• "XtraFlex SBS POLY G T", "XtraFlex SBS GLASS G", "XtraFlex SBS GLASS GT"or" ELASTOSHIELD TWIllt', heat fuses. 0000•• *see 0 24. Deck: C-15/32 Incline: 3 00000• 0 •••• •0060 000000 0000 00000 Insulation (Optional): — Polyisocyanurate, perlite,wood fiber or polyisocyanurate/perlite board,irvtotekness.0,:• .09006 Barrier Board: — 1/4 in. (min)G-P Gypsum DensDeck@, mechanically fastened with all joints staggered 6 in.from the plywood joiro. Base Sheet: —"ELASTOBASE", "XtraFlex SBS GLASS Base" (poly/sand), mechanically fastened. •"0' ; 0 • Ply Sheet(Optional):— "ELASTOFLEX SA V PLUS FR" , "ELASTOFLEX SA V FR"or"ELASTOFLEX SA V FR BASE\U"",'v(Self adRL?rtAr.• Membrane: —"ELASTOFLEX S6 G FR", "XtraFlex SBS POLY G", "XtraFlex SBS POLY G T"or"POLYFRESKO G SBS FR", heat fuse$, so: 25. Deck: NCIncline: 3 ' '•• 0 • Insulation (Optional) : —Atlas Roofing "ACFoam III"or"ACFoam II"or Hunter Panels"H-Shield",any thickness. Base Sheet: —"ELASTOFLEX SA V PLUS FR", "ELASTOFLEX SA V FR"or"ELASTOFLEX SA V FR BASE VENT" (self adhered). Membrane: —"POLYFLEX SA P FR", "POLYFRESKO G APP SA P FR", "ELASTOFLEX SA P FR"or"POLYFRESKO G SBS SA P FR" (self adhered). 26. Deck: NC Incline: 1/2 Base Sheet: —Type G1 or G2,mechanically fastened. Membrane: — "POLYFLEX G", "XtraFlex APP G HP TOR", "Xtraflex APP G"or"POLYBOND G", heat fused. 27. Deck: NC Incline: 3 Membrane: —"POLYFLEX SA P FR", "POLYFRESKO G APP SA P FR", "POLYFRESKO G SBS SA P FR"or"ELASTOFLEX SA P FR" (self adhered). 28. Deck: NC Incline: 1 �o SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. V Renailing wood 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• `" � Exposed Ceiling: Exposed,open beam ceilings Po pe Ings are where the underside of the roof decking can be viewed from blow.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• —PS—Overflow scu rs wall scuppers( outlets): it is required that rainwater flows off so tfSattl4i goof is.0000. no overloaded from a buildup of water. Perimeter/edge wall or other roof eAbnsion•may bock tPis .• discharge if overflow scuppers(wall outlets)are not provided. It may be neci%%pjX to instiOMMow ....:. scup rs in accordance with the requirements of Sections R4402, R4403 ano,RKV. • 0000.. "� .. • (t�-t� � �l(a0°sow � � ••� , ;;••' 0000. Owner/Ag ` s Signature Date •• •• ••• ••••;• Contractor Signature 9 ate c75oo Al lylAlI A/e. 0 0 0.. 0 . . . 0000.. Property Address Permit Number •• • Revised on 7/9/2009 LD;07/01/2015;