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RF-17-1797 s °R i Miami Shores Village } ;. fie"tt Type hoof 5. 10050 N.E.2nd Avenue NE Miami Shores,FL 33138 0000 r mi hfi Phone: (305)795-2204 Issue#date-111312017 Expiration: 01/09/2018 Project Address Parcel Number Applicant 758 NE 95 Street 1132060141890 IBANIETA LLC Miami Shores, FL Block: Lot: Owner Information Address Phone Cell IBANIETA LLC 758 NE 95 Street MIAMI SHORES FL 33138- 758 NE 95 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: =10,200.00CHELWES ROOFING&INTERIORS IN (954)297-1221Total Sq Feet: Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE&FLAT DECK Inspection Type: Classification:Residential Up Lift Report Scanning:3 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 Invoice# RF-7-17-64570 CCF $6.60 07/13/2017 Credit Card $50.00 $759.86 DBPR Fee $4.13 DCA Fee $4.13 07/13/2017 Credit Card $759.86 $0.00 Education Surcharge $2.20 Bond#:3450 Permit Fee-New Roof $275.00 Scanning Fee $9.00 Technology Fee $8.80 Total: $809.86 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 they and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In acceptingqA!FFIARItT: I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNER I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructig. Futhermore,I authorize the above-named contractor to do the work stated. July 13,2017 Au d Si re:Owner / Applicant / Contractor / Agent Date Building Department Copy July 13,2017 1 Miami Shores Village __j- I Building Department JUL 132017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 h� Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20I 4 s BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING REVISION EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ?!5� �� —A City: Miami Shores County: Miami Dade Zip: :3:3 13e Folio/Parcel#: 11-3706 — '0 llf — 9 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFEE: FFE: OWNER:Name(Fee Simple Titleholder): J.-bn, ,A Phone#: -LT1 �t ", lze- Address: ` lA M Q '5'1-5c0T\1Q-_'A3V VD I Z City: is\QN_VaN State: Zip: -33 /_3C(y Tenant/Lessee Name: Phone#: Email: ) CONTRACTOR:Company Name:0` uw<r. � �n \Yl _3 Phone#: 0 0%/ 9&5"-®o 3 Address: 619 City: i � State: T--k— Zip: Qualifier Name: ��L'�® O �� Phone#: zcy;x—)-Lz, State Certification or Registration : 13 2&"]3 4 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ J 10 . 2 01) Square/Linear Footage of Work: (30 Type of Work: ❑ Addition ❑ Alteration ❑ New E21fepair/Replace ❑ Demolition Description of Work: Specify col r of colorgthr>I tele 1 Q 13° Submittal Fee �� ' "'' Parma Fee$" �� CCF$ O/CC$ Scanning Fee$� v aa - Radorl'Fi' $ � "'� DBPR$ 1 . 1s Notary$�e Technology Fee$ 8 a C)o Training/Education Fee$ 21. Z® Double Fee$ a o Structural Reviews$ 500 .� Bond$ r Q TOTAL FEE NOW DUE$ 2 � .S6 (Revised02/24/2014) 00, ACB2 Engineering Inc. Testing & Engineering Services Certificate of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245-8976 Fax: 954-301-7776 5230 NE 191 Avenue Fort Lauderdale,FL 33334 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Chelwes Roofing 6-RON/0. Test Date:08/08/2017 Permit#RF-7-17-1797 Property Address: 758 NE 95u' Street, Miami Shores, FL Roof Pitch: Type of Tile: Roof Area: 3 in 12 Concrete Roof Tile 18.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: (Tl-T8) 8.00 sq. 8 As per FBC 2014 Passed Field Area: (T9-T18) 10.00 sq. 10 As per FBC 2014 Passed No.of Corner (T19-T26) 8 8 As per FBC 2014 Passed Ridge Areas: (T27-T39) 122 pcs. 13 As per FBC 2014 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, AC62 E ring Inc. (NOA 09-1005.01) Ant A vedo, PE Fla. . 0: 36466 d$I o�rlao1+ ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE 18'h Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 7-7 21t f6 715 T�5 33 TI TY 31 j TO, Tit 2® TT2 `1' � . 2 T9 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of co en ment must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu I i the a sence of such posted notice, the inspection will not be approved ar d a reinspection fee will be charged. Sign Signature OWNER or AGENT �ONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by ` day of JUN 20 by J�X®qnQ 4f&%-k�r ,who is personally known to 'I'Ato �11'1"t_ ��gV C who is personally known to me or who has produced as me or who has produced FI Ov I dct N W F t Lt te,,?Tas identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: a Sign: Sign: Print: Print: 1r��Y�c� Seal: * * MY COMMON#FF NIM Seal:EXP _ oF o�`°t Bonded RS:�N 12'2018 �qa ,► ASA A.CONNA0O dget �+YSentces Notary Puck hof Ff� APPROVED BY �tjvv Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 11M amil Miami hares V iiiage Building Department 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 m the construction industry who employs one or more part-time or fall-tune 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 mi-nimum 10 percent ownership; 2. The officer is listed as an officer of the corporation is 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,parttime employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDEILSTAND ITS CONTENTS. ner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of_ ,3�� ,20_Q_. By -T�0!�\+zZyvl Q a j dO who is personally known to me or has produced as identification. Notary: SEAL: SAM)RA P.MOIVTffA ORO ,� • • * MY MWISSIOI S FF a= EXPIRES:Jum 12,2018 oan CHELWES ROOFING & INTERIORS INC. 6790 Cody ST,Hollywood FL 33024 (954)297-1221 or(305)9658320 chelwesroofmg@gmail.com Date: L-Sb 1VQ 1 State of County of Before me this day personally appeared \)vo C . N (yk n-eC Y® who,being duly sworn, deposes and says: That he or she will be the only erson working on the project located at: N1� Con Triature Sworn to (or affirmed) and subscribed before me this i 3T'° day of UI , 2017 by Ulin JCSAr MonIe1-eyo Personally Know Or Produced Identification Type of Iden 'fication Pr uced l.iCyjnS-t- � a Prieor e of Notary d Pfi-e'� V YANADYPRIErO MY COMMISSION#FF 214031 ?a EXPIRES:March 25,2019 vfl , Bonded Thru Notary Public Underiters PropeSearch Application-Miami-Dade County Page 1 of 1 APPRAISE ',"'iE: ..17APENTY Summary Report Generated On:7/12/2017 Property Information Folio: 11-3206-014-1890 Property Address: 758 NE 95 ST � f Miami Shores,FL 33138-2515 �, E s Owner IBANIETA LLCW-1 Mailing Address 758 NE 95 ST MIAMI SHORES,FL 33138 USA PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT E , Beds I Baths I Half 2/1/0 3 Floors 1 Living Units 1 BI Actual Area 1,672 Sq.Ft Living Area 1,160 Sq.Ft Adjusted Area 1,448 Sq.Ft Taxable Value Information Lot Size 12,900 Sq.Ft 2017 2016 2015 Year Built 1948 County Assessment Information Exemption Value $0 $0 $0 Year 2017 2016 2015 Taxable Value 1 $402,091 $365,538 $332,308 Land Value $386,677 $335,187 $309,947 School Board Building Value $100,781 $100,781 $100,781 Exemption Value $0 $0 $0 XF Value $957 $957 $792 Taxable Value --+ $488,415 $436,925 $411,520 City Market Value $488,415 $436,925 $411,520 Assessed Value $402,091 $365,538 $332,308 Exemption Value $0 $0 $0 Taxable Value $402,091 $365,538 $332,308 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $0 $0 $0 Non-Homestead Assessment Taxable Value $402,091 S365.5381 $332,308 Cap Reduction $86,324 $71,387 $79,212 Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sales Information School Board,City,Regional). Previous OR Book- Sale PricePaQualification Description 9e Short Legal Description 12/28/2011 $220,000 27985-4283 Qua[by exam of deed MIAMI SHORES SEC 3 PB 10-37 12/06/2011 $0 27921-3785 Corrective,tax or QCD;min LOT 5&6 BILK 67 consideration LOT SIZE 100.000 X 129 11/01/1971 1 $27,500 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/12/2017 2017 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT FILED DOCUMENT#L11000083368 Feb 14, 2017 Entity Name: IBANIETA, LLC Secretary of State CC9366745580 Current Principal Place of Business: 9190 BISCAYNE BLVD.#202 MIAMI, FL 33138 Current Mailing Address: 9190 BISCAYNE BLVD.#202 MIAMI, FL 33138 US FEI Number: 80-0783650 Certificate of Status Desired: No Name and Address of Current Registered Agent: ALDABE,JOSIANE 9190 BISCAYNE BLVD.#202 MIAMI,FL 33138 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: JOSIANE ALDABE 02/14/2017 Electronic Signature of Registered Agent Date Authorized Person(s) Detail : Title MGRM Title MGRM Name ALDABE,JOSIANE Name ALDABE,FRANCIS Address 9190 BISCAYNE BLVD.#202 Address 9190 BISCAYNE BLVD.#202 City-State-Zip: MIAMI FL 33138 City-State-Zip: MIAMI FL 33138 Title MGR Name ALDABE,EMMANUEL J Address 9190 BISCAYNE BLVD.#202 City-State-Zip: MIAMI FL 33138 1 hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath;that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605,Florida Statutes;and that my name appears above,or on an attachment with all other like empowered. SIGNATURE:ALDABE , EMMANUEL J MGR 02/14/2017 Electronic Signature of Signing Authorized Person(s)Detail Date stIE sI STATE OF FLORIDA F DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ` CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 ` 'i<xtf s 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 MONTENEGRO. JULIO CESAR CHELWES ROOFING & INTERIORS INC 2334 GARFIELD ST HOLLYWOOD FL 33020-3056 Congratulations' With 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 01 - STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque +�= DEPARTMENT OF BUSINESS AND restaurants, and they keep Florida's economy strong. ° PROFESSIONAL REGULATION Every day we work to improve the way we do business in order CCC1328734 ISSUED: 07119/2016 to serve you better. For information about our services. please log onto www.myfloridalicense.com. There you can find more CERTIFIED ROOFING CONTRACTOR information about our divisions and the regulations that impact MONTENEGRO.JULIO CESAR you,subscribe to department newsletters and learn more about CHEL1h/ES ROOFING&INTERIORS INC the Department's 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 cERT<:=rse under the z,,o;isaons of ChA88 Fs and congratulations on your new license? DETACH HERE RICK SCOTT.. GOVERNOR KEN LAWSON. SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION. g ` CONSTRUCTION INDUSTRY LICENSING BOARD ��CGC,3328777334 fl` 9 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS, Expiration date. AUG 31.2018 R1 MONTENEGRO. JULIO CESAR OHELWES ROOFING & INTERIORS INC 2334 GARFIELD ST �- HOLLYWOOD FL 33020-3055 ISSUED 07.192016 DISPLAY AS REQUIRED BY LAW SEQ 2 1.1607190000982 /1 F1D PLEASE CUTOUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE - ---------- - -- - IMPORTANT STATE OF FLORIDA pursuant to Chapter aw.Os(14).F.S.,Wancarofa adm DEPARTMENT OF FINANCIAL SERVICES "'"°e'�s�`thissel"INS ot cyen�fftsor °foamor elecBm made this section may not recover berneflb e DIVISION OF WORKERS'COMPENSATION compensellm under this chapter. 'F PursLo t to Chapter 440.05(12),F.S.,Certificates of electlal to CONSTRUCTION INDUSTRY EXEMPTION °``' .O beexempt...apply omywithin the scope ofthe mstrressortrals L listed on the notice of election to be exempt CERTIFICATE OF El-mmON TO aE E(EMPr FROM FLORIDA ;D PnaB®dfi Ct�440.11 ,F.S.,Nodose of election to be WORKERS COMPENSATION LAW exempt and certifica0es Of Zo n to be exempt shall be EFFECTIVE GATE 8!3012016 EifPIRATION DATE W3012018 sublet tp revocation if,at aw time after the filing of the notice .H o iso.1—oftire cardlicata,the person nen ed on the PERSON: MONTENEGRO .wuo C ;E notice or carlificate m,=meets the repdrenenis Olthis aectlon fa isslrehce oto certlfica2e.Tha department shall revoke FEN; 208707300 �R eCertlfigte at arty IlmefW(allies pfgtepasahrhalned an NM 'E certificate to meet tl1e rapdremarhg of iNe section BUSINESS NAME AND ADDRESS: CHELWES ROOFING&INTERIORS INC. 6970 CODY ST HOLLYWOOD FL 33024 SCOPES OF BUSINESS OR TRA ,LICENSED ROOFING ,CONTRACTOR L----------------------------------------------------------------------------------------------------------------- - DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 httpsJ/apps8.fldfs.com/crreportviewer/reportViewer.aspx?data=kdvpginc9D7Q3gH6TER6ePl KMZa/o2fSz5bXKYfBxkrekeESoPVylv4NPOPN42Xe!rDRGXVW... 1/2 ut�iz� `., BI WAI I ( 1�Y C0CAL-� U91N S `Tl F IS 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2016 THROUGH SEPTEMBER 30,2017 185-1863I DBA: Receipt ROOFING/SHEET NG/SHEET METAL CONT CTOR Business Name:CHELWES ROOFING & INTERIORS INC Business Type: (ROOFING CONTRACTOR) n Owner Name:JULIO CESAR MONTENEGRO Business Opened:09/15/2008 Business Location:2334 GARFIELD ST State/County/Cert/Reg:CCC1328734 HOLLYWOOD Exemption Code: Business Phone: i j Rooms Seats Employees Machines Professionals y 2 For Vending Business Only a Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid j r 27.00 3.00 0,.00 x '75 0 00:L 25.00 61.75 i ! ` A THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must'be transferred when r` the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. z Mailing Address: Receipt #15B-16-00000361 JULIO CESAR MONTENEGRO Paid, 01/12/2017 3.00 2334 GARFIELD ST HOLLYWOOD, FL 33020 2016 - 2017� _. wry �� ' , �� '-I r A,�,,,. &' CERTIFICATE OF LIABILITY INSURANCE DATE07My17YYY) 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 CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement Astatement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER M NAMEE:: ALBERT MENDEZ NA Mendez&Associates PAHI N o Ext): (954)436-3776 ac No): (866)461-0503 9953 Pines Blvd. E-malL INFO@MENDEZINSURANCE.COM Pembroke Pines,FL 33024 INSURERS AFFORDING COVERAGE NAIC# Phone (954)436-3776 Fax (866)461-0503 INSURER A: Atlantic Casulaty Insurance Company INSURED INSURER B: CHELW ES ROOFING 8r INTERIORS INC. INSURER C: 6790 Cody Street INSURER D: HOLLYWOOD,FL 33024 INSURER E: INSURER 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 CONTRACTOR 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 CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD UBR POLICY EFF POLICY EXP LIMITS LTR INS POLICY NUMBER MM/DD MMIDO GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 0 COMMERCIAL GENERAL LIABILITY DAMAGEES S(RENTEDEaoccurrence $ 100,000.00 PREMIS A F-] CLAIMS-MADE0 07/23/2016 07123!2017 OCCUR L174000937-2 MED EXP(Any one person $ 5,000.00 PERSONALBADVINJURY $ 1,000,000.00 GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 1,000,000.00 ❑ POLICY 1:1 PRO-CT ❑ LOC $ AUTOMOBILE LIABILITY COMdBINED SINGLE LIMIT Ea aodent ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ ALOOS NED ❑ SSCC,HEEDULED OS BODILY INJURY(Per accident) $ ❑ HIRED AUTOS ❑ NON-OWNED OpPerr ac Iden DAMAGE $ ❑ UMBRELLA LIAR a OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION W C YS LIMI OH- ETR EMPLOYERS'LIABILITY Y/N ❑ O Y TS 1:1 ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) F-1E.L.DISEASE-EA EMPLOYE $ If yes•describe under We OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,H more space Is required) Roofing Conbtractors CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)QF The ACORD name and logo are registered marks of ACORD _3 1 11 ROOF ASSENBUES AND ROOFTOP STRUCTURES Rodde Building Code 8th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section A(General Information) Master Pemdt No. Process No. 0 Contractor's Name Job Address s0 (D w c, a / ROOF CATEGORY > � �Low Slope O Mechanically Fastened TAe "ortar/Adhe e S w c° z 0 Asphaltic Shlr4as 13 Metal Panel/Shinglas O Wood Shingle �c 0 Prescriptive BUR-RAS 150 Z ROOF TYPE D �� a � O New roof O Repair 17 Maintenance +�Reroo 0 w 2 ° � R G L ROOF SYSTEM INFORMATION (� Low SlopeRoof Area(8F) Steep Moped Roof AREA(SSF) l`?uL Total(SF) Section 0(Roof Plan) Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow souppers and overflow drains.include dimen. sloes of sections and levels,clearly Identify dimensions of elevated pressure zones and location of parapets, 0000 IL • 0000 0000.. .. 0000.. 0000.. i-L'.-. • •• • •• •• • 0000• • • 0000• • I •• 000000 • tlr •• 0 0 •0.00• 77. 70Effl 1 FLORIDA BUILDWI CODE--M&DINGi,SM EDMON(2e14) 1837 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 Fasten r/Bog Material: m 1 1 Fill in specific roof assembly components and identify 1 manufacturer Surfacing: 1 (If a component is not used,identify as"NA") Fastener Spacing for Anchor/Base Sheet Attachment: 1 1 System Manufacturer:_ � t'`+SSb� S c 1 1 Field:-1_"oc @ Lap,#Rows @ "oc 1 1 r Z 0-5 Perimeter: � " L #R oc @ Lap, Rows L( @ L "oc 1 1 Product Approval No.: - � Z . 1 1 Design Wind Pressures, From RAS 128 or Calculations: Corner: "oc @Lap,#Rows @ i, "oc 1 1 P1:- �`�. P2: '� P3; — 19 Number of Fasteners Per Insulation Board: 1 1 1 1 Max.Design Pressure,from the specific product Field �J' a'" Perimeter Corner 1 approval system: - ;2. Illustrate Components Noted and Details as Applicable: 1 1 Deck: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, 1 1 1 Continuous Cleat,Cant Strip,Base Flashing,Counterflashing, 1 1 Type: Coping,Etc. 1 Indicate: Mean Roof Height, Parapet Height, Height of Base 1 Gauge/Thickness: f�' Flashing, Component Material, Material Thickness, Fastener 1 1 Type, Fastener Spacing or Submit Manufacturers Details that 1 1 Slope: )Z Comply with RAS 111 and Chapter 16. 1 1 Anchor/Base Sheet&No,of Ply(s): is h V1y ,nPw� Sw�acr c) 1 1C. 1 Anchor/Base Sheet Fastener/Bonding Mat 1• ••.• 1 1 � �e 2 "�' s�sQ� P 1 • Insulation Base Layer: fh •••:•• .: i Base Insulation Size and Thickness: h w S 1, �\ Pprape�t ••.•.. 1 Base Insulation Fastener/Bonding Material: 041- 99:00: .�; • .• .. .• .. ...... �• 1 Top Insulation Layer: A F1' 1...�, 1 Top Insulation Size and Thickness:. \ 2 513 0••0 0 Wag1'••••• 1' • 1 Top Insulation Fastener/Bonding Material: Roof •• 1 1 j> p��mere c� m�U1 3K3 Height Base Sheet(s)&No.of Ply(s): 1s� e 1 7se Sheet Fastener/Bonding Mat vial:QC 61'® Ply Sheet(s)&No.of Ply(s): 1 Ply Sleet Fastener/Bonding aterial: 1 Top Ply: YYfw\el? A4 1 1 1 15.38 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) M I I 1 1 1 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Elieur 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) High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 1 Roof System Manufacturer. "I'° e 1 Notice of Acceptance Number: « 0}ZO— 0A 1 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): 1 P1: —3CA P1: -- `JI Pi:— 1 �,\'e- r��Ci�h�n� .. �� 'rilE'C��UVA 1 Deck Type: 1 1 Type Underlayment: 1 Roof Slope: 1 ' 12 Insulation: d ; 1 Fire Barrier: + 1 1 Ridge Ventilation? I Fastener Type&Spacing: - y '"w° 3 Wj 1 hr 'tis,-tom—�ea`SJ 1 Adhesive Type: v $� 1 0000 1 Type Cap Sheet: �0��3 '�•• 0%000 �t1 �•..0. ct 1 •• too*• Mean Roof Height: ti r Roof Covering: i� i L.0.0:� ca. 1 • 10000 Type&Size Drip 0* Sir r 4+9600 Edge: 000000 0 • • 1 • 00.000 00000 •• . ... • 70.0.. • 0 • 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 i i Aereement.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 Mr with the values from Mt. If the Mt 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 x01W= ii 7, i�)-Mg;? �=Mrs �� i Product Approval Mt Gam.. 1 (P2 &xX-Q�= KL6_V)_Mg-1M�=M,AL-16lProduct Approval M,(P3:^ x� _ �. � )_Mg; f► M �� Product Approval M, 410..0- Method 1 Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From`Table Below Product Approval M, AS .dr 1 1 Mr required Moment Resistance" Mean Roof Height 1 Roof Slope 15' 20' 25' 30' 40' 1 2:12 34.4 36.5 38.2 39.7 42.2 1 3:12 32.2 34.4 36.0 37.4 39.8 1 4:12 30.4 32.2 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 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 tile systems use Method 3. Compared the values for F'with the values for Fr. If the F'va*es ave greater�tw"or 0°°0•. 1 equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. 00 0 0 0 • ° • 0 1 • Method 3"Uplift Based Tile Calculations Per RAS 127" ..... •°••° •• '°°'`° 1 • (P1: xL = xw:= W: xcos8 =F 0000°• ` • • � -)- r, Product Approval F' *090 • • �...,: (P2: x L = x w:_ )-W: x cos 8 =Frz Product Approval F' ° ` ;0.0 0 0 1 (P3: xL = xw:= °0••r -W: x cos® =Fra Product Approval F' 00.000 ° • • • 1 - V °0000 0 0 0 1 Where to Obtain Information • 0 66 1 Description SymbolWhere to jind • 0.0 0 0 0 °•°"' 1 Design Pressure RAS 127 Table 1 or b an en si erll an 0pre- pared ••••• 1 g P1 or P2 or P3 Y Qi g ai'�s • • � by PE based on ASCE 7 • • 1 Mean Roof Height H Job Site 0• 1 Roof Slope 0 Job Site 1 Aerodynamic Multiplier Product Approval 1 Restoring Moment due to Gravity Me Product Approval 1 Attachment Resistance Mt Product Approval 1 Required Moment Resistance M9 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 ' i 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jung.2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. LORIDA SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks: When replacing roofing,the existing wood roof deck may have to bebe renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 0000 . . 0000 0000.. .. .. . ... . . 4. Exposed Ceiling: Exposed,open beam ceilings are where the undersi e• f the roof decking ...•:. can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, • 0000.. roofing nail penetration of the underside of the decking may not be acceptable.TR?'lirovides:las 4tion of • 0000 . 0000. maintaining the appearance. ••• 00006 . . 0 0 0 . 00 00 00 .. 0000.. .0.000 0 0' 6. Overflow scuppers(wall outlets): It is required that rainwater flows Aso that the roof is ••••:•. 0000. not overloaded from a buildup of water. Perimeter/edge wall or other roof extension ft block this 0 00000: discharge if overflow scuppers(wall outlets)are not provided. It may n ce a�'to ilistall o� ftbv: ' sc�pp ccordance with the requirements of Sections R4402, 3 nd 4413. Owner/Agent's Signature Date Contractor Sig Dat Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; NoREs Miami shores Village �,5 1KC.1932 jf` 01_ Building Department 10050 N.E.2nd Avenue Miami Shores Florida 33138 �LORIDp' Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: ��. e� 1t n 6666 Property Address: ?gF3 u-1 E �5 ST • . . 6666 6666.. Rooting Permit Number: • 6666.. 6666.. 6666 6666.. 6666 . Dear Building Official: 66666••�••• 66066• 0 I 3v "�die �Z.t certify that I have improved the roof to0 000 wall cptions of the referenced,o• property a re'�i i d by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Bugle�amily� idential :000 •; . . .6000. Structur s as dopt d by the Florida Building Commission by Rule 9B-3.047 F.A.C. '• "' ' Signatur Print Name State of Florida County of{wade 1-t), +t D The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this ` day of Notary Public, Sate of Florida at Large A c1r ti A A.C""(SEAL) ' t�ogry Ppblfc,us a1 ftft Coromlee W 00 36102 MyW10a.°048OCL 2.2= FINAL COMPLIANCE Revised on 5/21/2009 �5�►URES Gi! Miami shores Village 2911 . "Bill" Building Department 10050 N.E.2nd Avenue I�L0p 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:09-G� - 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name:='3Q\- -C-V-0- W Goes • • 0000 00.0.0 Property Address: !l,5 A W£ ')5 - Roofing Permit Number: ';; Dear Building Official: ••G• :00060 ••••• 0000.. . . 0000. . 0 . o-Z ' Y) ` certify that I am not required to retrofit the rootJb.Fgl connectjoris of my. building because: •••••• 0000.. /fhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please'atf'a 9proo1of adso ' 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 tie South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this /0 day of 2Z-o/ 1 to��;`:•:°&� SANDRAP.MMMEGRO Nota Public, Sate of Florida at Large a * * MY COMMISSION#FF 13M Notary g IRES:June 12,2018 or�o��. Bonded Thtu Bnd�et Notary Senkes • When the just valuation of the structure for purpose ofvalorem 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 building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. RPVI¢Pd nn rit2ii9nno MIANII-DADS COUNTY MIAMI- PRODUCT CONTROL SECTION =no 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.m1amidaae.eov/economy Entegra Roof Tile,LLC 1289 NE 9'h Ave Okeechobee,FL 34972 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 falls 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•deet the 00 requirements of the applicable building code. 00.'. "" ••:• This product is approved as described herein, and has been designed to comply with.the.FLrlda B*Ullmu* Cock..;. including the High Velocity Hurricane Zone of the Florida Building Code. ..•:.. 0 • DESCRIPTION: Plantation Roof Tile •• ...... . . ..... . .. . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or lojo.,�*.i� state and following •. statement:"Miami-Dade County Product Control Approved",unless otherwise noted hereit: ....;. RENEWAL of this NOA shall be considered after a renewal application has been filed aAd inert has l n4 chance in the applicable building code negatively affecting the performance of this product. 0•: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the cxpiration 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 renews NOA#14-1120.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No:: 15-0721.04 MI MI-flaoECOUNrr Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete 1. PRODUCT DESCRIPTION _Manufactured by Dimensions Test Product Applicant Specifications Description Plantation Tile Length: 16'h" TAS 112 Flat concrete roof tile for direct deck or Width: 13" battened nail-on,mortar or adhesive set applications. Trim Pieces L=varies TAS 112 Accessory trim,concrete roof pieces for W varies use at hips,rakes,ridges and valley Varying thickness terminations. Manufactured for each tile profile. 2.1. MANUFACTURING LOCATION sees e 1. Okeechobee,FL . . sees sees.. . . sees.. .. sees.. 2.2 SUBMITTED EVIDENCE: ..•:•• • sees.. Test Agency Test Identifier Test Name/Report-a-. ..spate e ... sees. American Test Lab of South RT0624.05-14 TAS 112 ...... .07/03/14 ..:..• Florida0 - .. .. .. .. sees.. Redland Technologies 7161-03 Static Uplift Test'* :-: De 1991 •• Appendix III PA 102&PA 102JA) 0 ••e s- The Center for Applied 94-060B Static Uplift Test?%* %wela, 1994;... Engineering,Inc. 94-084 PA 101 (Adhesive Set) Nfay:1994 (Mortar Set) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-76 PA 100 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 April 1999 Walker Engineering,Inc. Calculations 25-7183 March 1995 25-7094 February 1996 25-7496 April 1996 NOA No.: 15-0721.04 aDAD6couNTY Expiration Date:12/08/20 Approval Date: 11/05/15 Page 2 of 7 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Renort Date Walker Engineering,Inc. Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Farabaugh Engineering and T295-11 TAS-108 10/05/11 Testing Inc. Farabaugh Engineering and T306-11 TAS-108 10/04/11 Testing Inc. Farabaugh Engineering and T279-11 TAS-108 09/23/11 Testing Inc. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. ...9 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratojy to perform giMleriy tesi..... in accordance with TAS 112, appendix `A'. Such testing shall be submitted Ri jb01%iami-J We Vroduct Control office for review. 996:00 '.: 0696:9 3.4 Minimum underlayment shall be in compliance with the applicable Roofing A1VpIMAlons Standards Iistel....; section 4.1 herein, 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to j4eir0oo0f slope pntesi stated0000 • otherwise by the underlayment material manufacturers published literature. 0 ' .. .. .. .. 999906 0. 3.6 This acceptance is for wood deck applications. Minimum deck requirements *0,90qin compliance with - applicable building code. ;999;9 **fees 3,7 All products listed herein shall have a quality assurance audit in accordance6itelhe Florida Buildinj••••: .9 9 ... 9 Code and Rule 61020-3 of the Florida Administrative Code. •�; NOA No.:15-0721.04 MIAhi[•DAADECOUNTY Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 3 of 7 4. INSTALLATION 4.1 Plantation 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) Length4 (ft) Wldth-w(ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multipliers -X(0) Tile X(ft3) X(ft3) Profile Batten Application Direct Deck Application Plantation Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity-M (ft-Ibf) Tile Greater than Profile 2"• 12" 3"• 12" 4"• 12" S"• 12" 6"• 12" ..2`: 12" Battens Direct Battens Direct Battens Direct Battens Direct Battens Dire lTattBm" Direst. 4.. Deck Deck Deck Deck beck ... Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44•a 476.82 672P-. 7.04• •:• Tile .. ..e sees sees.. sees . sees. sees.. s 6 esss6 0. .s .. s. 0640.0 essese s . . 4 e s 6.004. ees.. 00 44.... NOA No.:15-0721.04 MIAMI-DAD£COUNIY Expiration Date:12/08/20 �LaimmApproval Date:11/05/15 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-ibf) For Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15132" (Min. 19/32" plywood) plywood) Plantation Tile 2-10d Ring Shank 30.9 38.1 17.2 Nails 1-10d Smooth or 7.3 9.8 4.9 Screw Shank Nail 2-10d Smooth or 14.0 18.8 7.4 Screw Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or 24.3 24.3 24.2 Screw Shank Nail Field Clip) 1-10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Eave Clip) •" 2-10d Smooth or 35.5 35.5 • • Screw Shank Nails • ... .. .: . .... Field Clip) 2-10d Smooth or 31.9 31.9 .. 32.2. ° Screw Shank Nails '.• •' :"'°' ••• Eave Clip) ... .. . . . ... .. .. .. .. . .... 2-10d Ring Shank 50.3 65.5 •; 48.6 •, Nails' I 1 0 0 0 • •••• 1 Installation with a N'tile,headlap and fasteners are located a minimum of 2W from the head of tile' •• • •.. . Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) • For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileSond Average weights per patty 13.9 grams. 3M'"2-Component Foam Roof Tile Adhesive AH-160.Average weight pera S grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) For Single Patty Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile 3M'2-Component Foam Roof Tile Adhesive AH-160 118.94 3M'2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large paddy placement of 45 grams of 3M'°2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams of 31VI'2-Component Foam Roof Tile Adhesive AH-160. NOA No.: 15-0721.04 MIAMI-DAD'couNnr Expiration Date:12/08/20 Approval Date: 11/05/15 Page 5 of 7 Table 7:Attachment Resistance Expressed as a Moment-Mt(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Seespecific mortar manufacturer's Notice of Acceptance. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved". OR LJ r�1. E R ❑ LJ�� •••• 0000.. 0000.. 0 PLANTATION ROOF TILE LABEL(LOCATED ON UNDERSIDE O0 00 t ) ••••• **Vee 09.00. . . 00009 6. BUILDING PERMIT REQUIREMENTS: • 6 .. .. .. .. 0000.. 6.1 Application for building permit shall be accompanied by copies of the following: :00:0: 0 • •'90 00 6.1.1 This Notice of Acceptance. :**so* 6.1.2 Any other documents required by Building Official or Applicable building Gadc in Qqr to properly"..; evaluate the installation of this system. MIAMI- NOA No.: 15-0721.04 DADB COUNTY ..f m Expiration Date:12/08/20 Approval Date: 11/05/15 Page 6 of 7 PROFILE DRAWING PLANTATION FLAT CONCRETE TILE I6I�2% sees .6. sees 0000.. 00 00.00. .. 000000 000.0. 6 sees.. sees . 6 .000.0 sees . 00.66 sees.. . . 60606 . 66 00 .. ee 600066 6..60. . sees.. e END OF THIS ACCEPTANCE '• 0 0.0 . :••••: as MIAM4D11 . vuN7Y NOA No.: 15-0721.04 uoj Expiration Date: 12/08/20 Approval Date. 11/05/15 Page 7 of 7 MIAMFDADE\ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy GAF 1361 Alps Road Wayne,NJ 07470 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. It this product or ••• *Osseo material fails to perform in the accepted manner,the manufacturer will incur the expens6 gfSu:h testj4% 0• and the AHJ may immediately revoke,modify,or suspend the use of such product or matasial.within theil.: 0000:0 jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miamibade County. �..•. Product Control Section that this product or material fails to meet the requirements of tlViiplllicable;•••;• • building code. 0000 . 0000. 0000.. 00:00• This product is approved as described herein,and has been designed to comply with the•Florida Builaimg 9ode 0000.. including the High Velocity Hurricane Zone of the Florida Building Code. ;••;•; 0 • . . . .00000 0000.. DESCRIPTION: GAF Conventional Built-Up Roof Systems for Wood Decks. 0 000 . :000.: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 13-1022.15 MLAMI-DADE COUNTY Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 1 of 16 ROOFING SYSTEM APPROVAL Category Roofing Sub-Category: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS®#75 Base 39.37'(1 meter) ASTM D4601 Type H asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS®#80 Ultima"' 39.37'(1 meter) ASTM D4601 Type H asphalt impregnated and coated,fiberglass Base Sheet Wide base sheet. GAFGLAS®F1exPly""6 39.37'(1 meter) ASTM D2178 Type VI asphalt impregnated,Ilass feltVilll asphalt•••;• Wide coating. 00: •.•.:. GAFGLAS®Ply 4 39.37'(1 meter) ASTM D2178 Type IV asphalt impregn'at6d gtass felt with aspha4.... Wide coating. 0000 4et GAFGLAS®Mineral 39.37'(1 meter) ASTM D3909 Asphalt coated,glass fiberV ,ap p faced••%•• Surfaced Cap Sheet Wide with mineral granules. .0 .. ww 00 ..0000 000000 0 0 GAFGLAS®EnergyCap'm 39.37'(1 meter) ASTM D3909 Asphalt coated,glass fiber ntatcap sheet surfaced w w ww:w BUR Mineral Surface wide with mineral granules with fgetpry applied • 0 • 0 .0• Cap Sheet EnergyCote •• 0 000 0 0 0 GAFGLAS®Stratavene 39.37'(1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with Eliminator''Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS®Stratavene 39.37'(1 meter) ASTM D4897 A nailable,fiberglass base sheet impregnated and Eliminator'Nailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid®SBS Heat- 39.37'(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- WeIC Smooth Wide modified asphalt and smooth surfaced. Ruberoid®SBS Heat- 39.37'(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld"'25 Wide modified asphalt and smooth surfaced. Ruberoid®20 39.37'(1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. Ruberoid®Mop Smooth 39.37"(1 meter) ASTM D6164 Non-woven polyester mat coated with polymer- wide modified asphalt and smooth surfaced. NOA No.: 13-1022.15 MUV41-DADECOLJNTY Expiration Date: 11/04/18 • Approval Date: 11/06/14 Page 2 of 16 a TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description FireOut' Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShieldo Fire 350 sq.ft.roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat®Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 ee.e Product Name Product Description Manufk t • ! ...... Wlit Curi ent NOA) EnergyGuarC Polyiso Insulation Polyisocyanurate foam insulation 6—:40 GAF •• •••••• EnergyGuard7 RA Polyiso Insulation Polyisocyanurate foam insulation .... GAF • :....:Osseo ...... EnergyGuarC RN Polyiso Insulation Polyisocyanurate foam insulation 000600 G 00:0,00 e EnergyGuarC Perlite Roof Insulation Perlite insulation board. GAV'�" "' :' EnergyGuard Perlite Recover Board Perlite recover board GA.f.::• •••• • EnergyGuard7 RA Composite Polyiso Polyisocyanurate foam insulation with high sees : GAF. Insulation density fiberboard or Permalite perlite s•: insulation SecurocV Gypsum-Fiber Roof Board Gypsum roof board United States Gypsum Corp. StructodeV High Density Fiber Board High density fiber board Blue Ridge Fiberboard,Inc. DensDecV Roof Board Gypsum board Georgia-Pacific Gypsum LLC NOA No.: 13-1022.15 MAMMA COUNTY Expiration Date: 11/04/18 �W'umqml Approval Date: 11/06/14 Page 3 of 16 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-Tec..#12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-Tec"'#14 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill-Tec'XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-Tec""ASAP 3S Drill-Tec..#12 Fastener with Various GAF Drill-Tec..3"Standard Steel Plate 5. Drill-Tec..3"Steel Plate Round galvalume stress plate 3"round GAF used with Drill-Tec"" fasteners. 6. Drill-Tec..3"Standard Steel Round galvalume plated steel 3"round GAF Plate stress plate with reinforced •••• ribs for use with Drill-Tec ' •• " fasteners. "'. • 0000.. 7. Drill-Tec AccuTrac®Flat AZ-SS aluminized steel plate 3" square • GAF Plate for use with Drill-Tec TM#12 0 0 0�•� •.. 00006 . 0000.. 0000 . • Fastener,Drill-Tec•'#14 •0 0.0• :""' 0000. Fastener and Drill-Tec".#15 00:00:. . 0 •• •• Fastener. 00 so •••••� •••••• 8. Drill-Tec'AccuTrac Galvalume Steel plate for use 3" square ;••;•; GAF 0 '0 Recessed Plate with Drill-TecTM fasteners. 0 ... 00000: .00' • • • .0000. •• • :00 . • NOA No.: 13-1022.15 MIA HMDE COUNTY Expiration Date: 11/04/18 �Wjumlyjqpj Approval Date: 11/06/14 Page 4 of 16 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2138A4.AM 4470 07/02/97 J.I. 3139QLAM 4470 01/08/98 J.I. ODOA8.AM 4470 07/09/99 J.I. OD 1 A8.AM 4470 07/29/94 J.I.OY9Q5.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC R1306 UL 790 07/22/13 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 •0.8�7�3/11 •• • GAF-369-02-01 ASTM C1289 • •• ..W/2Z/12 GAF-417-02-01 ASTM C1289 ...... 0512&/13 ....:. GAF-464-02-01 ASTM C1289 ...:.. 10422/12 • GAF-499-02-01 ASTM D6083 .*see. ;Q�`t/14 • GAF-500-02-01 ASTM D6083 •••• .03/12/14 ":". IRT of S.Fl. 02-005 TAS 114 .0141 V2 :::• 02-014 TAS 114 " '• W22/02 Trinity I ERD G30250.02.10-3-R1 ASTM D3909 O 11%7,6/12 G31360.03.10 ASTM D6164 ;WT1710 G33470.01.11 ASTM D6164 .W161r11 G34140.04.11-2 ASTM D6163 0472-411 G34140.04.11-4 ASTM D6401 04/25/11 G34140.04.11-5 ASTM D4897 04/25/11 G34140.04.11-5-R1 ASTM D4897 10/18/13 G40630.01.14-2A-1 ASTM D6164 01/07/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10-3-R1 ASTM D3909 11/26/12 NOA No.: 13-1022.15 MAMI•DADECOU• Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 5 of 16 Membrane Type: BUR Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOuem Fire Barrier Coating,VersaShieie Fire Resistant Roof Deck Protection or (optional) Securock*'Gypsum Fiber Roof Board. Base sheet: GAFGLAS'o#80 Ultima'Base Sheet, Stratavento Eliminator"Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld""Smooth or Ruberoid'SBS Heat-WeIC 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS®Ply 4,GAFGLAS®F1exPly"'6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12"o.c.in the field. (Maximum Design Pressure—45 psf.See General Limitation#7) 0000 ® ® *M ® 000 .' 0000.. GAFGLAS Ply 4,GAFGLAS F1exPly 6,GAFGLAS #7511ase.S et or any0of above • basesheetsattached to deck with Drill r-TecT #12 Fastener or Dl�T ec #1I and "rill- •••„� Tec 3”Steel Plate,Drill-Tec AccuTrac Flat Plate or Drill :4%cuTrac Fecessed Plate 12"o.c. in 3 rows. One row is in the 2"side lap. The other,wm are equall}ospaced: approximately 12"o.c. in the field of the sheet. '0.0 0 0 :• 00000 (Maximum Design Pressure—45 psf.See General Limitation#h70•••• 0 0 0.0 **0000 0 . GAFGLAS®Flex Ply's''6,GAFGLAS"#75 Base Sheet or any o j:t o* attached e base sheets to deck with approved annular ring shank nails and tin caps at a t'astenar spac�14 o 9"o.c! •••• at the 4"lap staggered and in two rows 9" o.c.in the field. ;..•�; (Maximum Design Pressure—52.5 psf.See General Limitation#?) 00 ••' ' GAFGLAS®#80 Ultima Base Sheet,Ruberoie 20,Ruberoid®Mop Smooth,base sheet ' attached to deck with approved 1'/a"annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9" o.c. at the 4"lap and in two rows staggered with a fastener spacing of 9"o.c.in the center of the membrane. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-TecT #12 Fastener or Drill-TecT" #14 Fastener and Drill-Tect"3"Steel Plate,Drill-Tec" AccuTrac Flat Plate or Drill-Tec T.AccuTrace Recessed Plate 12"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec' insulation plates at a fastener spacing of 9"o.c.at the 4"lap staggered in two rows 9"in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) NOA No.: 13-1022.15 MAMMA CouNTY Expiration Date: 11/04/18 ••. = Approval Date: 11/06/14 Page 14 of 16 J Fastening Options: GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"" (Continued) #12 Fastener or Drill-Tec"'#14 Fastener and Drill-Tec"m 3"Steel Plate,Drill-Tec'.' AccuTrac Flat Plate or Drill-Tec"'AccuTrac Recessed Plate 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—75 psf.See General Limitation#7) Ply Sheet: One or more plies of GAFGLAS®Ply 4 or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS o EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq. and 3001bs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat Surface Seal SB applied at 1 to 1.5 gal./sq. •sees • Maximum Design •••• ••••'• Pressure: See Fastening Options ' ' • ..•... .. .....• 686.66 6 • 6666•• • • • • • • • •s NOA No.: 13-1022.15 MAMI-DADECouNTY Expiration Date: 11/04/18 • Approval Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex Ply,.6 when used as a mechanically fastened base or anchor sheet. 2. Minimum V4"DensDeck7 Roof Board or V2"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 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•oae at ••••;• each sidelap and one down the center of the sheet allowing a continuous area of ventilation!Wcircling e f tate •. strips is not acceptable.A 6"break shall be placed every 12'in each ribbon to allow cros%"Vlitation. AspUlt '•'••' application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attaclidd%Items shaft be :••••t limited to a maximum design pressure of-45 psE •• • .... . ..... 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force Q.vajye of 275 lbfy as tested in compliance with Testing Application Standard TAS 105. If the fastener value,4,%hgJ •tested,.v8 below ...... 2751bf. insulation attachment shall not be acceptable. ...... • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on.%Vo}mum •••••• fastener resistance value in conjunction with the maximum design value listed within a sl:eci�C jsystet>Z. Should thd....: fastener resistance be less than that required,as determined by the Building Official,a revNd f1stene?9paclig, • 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 withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architect,or Registered Roof Consultant(When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field, perimeters,and comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and comers).(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.: 13-1022.15 MIAMI-DARE COUNTY Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 16 of 16 e MIAMI-DARE COUNTY MIAM PRODUCT CONTROL SECTION ' 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy ICP Adhesives and Sealants,Inc. 12505 NW 441 Street Coral Springs,FL.33065 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 suspgnd the upq. •• of such product or material within their jurisdiction. RER reserves the right to revole tug acce� ce• if it is determined by Miami-Dade County Product Control Section that this product or material faV§49jpeet the reitg4reme3t6..:. of the applicable building code. 0 0 0:0 0 • 000000 This product is approved as described herein, and has been designed to comply with t?e Merida !w&g Coa e 0•• 0000 including the High Velocity Hurricane Zone of the Florida Building Code. •0 • • • 0 0 0 0. 00000 .. .. 0000.. DESCRIPTION:ICP Adhesives Polysee AH-160 0 • 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge,.oty,state!a f4llowir?" statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. 60: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. Ile�.Xlw NOA No.: 17-0322.03 MIAMI-ou4ne coUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc.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 ICP Adhesives Polyset®AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane fp=%dhesive Polyset®AH-160 0 9699:6 . 6 • ICP Adhesives Foam N/A Dispensing Equipme4t.•... 0000 :0000:••• • Dispenser RTF1000 0000.. • 0000.. ICP Adhesives ProPack® N/A Dispensing Equipment""6 :.so:. • 60000. 66 30& 100 66 • 6666 . 6 666 66 60 00 60 0666.0 0000.. . 0 PRODUCTS MANUFACTURED BY OTHERS: :6 6 0.6 000000 6 Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA 10-ch list attackment: 6 6 resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. s• MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./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 @1580F., 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.: 17-0322.03 MIAMI-DAD,CO� Expiration Date: 05/10/22 MIJ Approval Date:04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Revort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 0U¢/95 Trinity Engineering 7050.02.96-1 TAS 114 (.3114/96 •••• • P36700.04.12 ASTM D 1623 04/19/4 •••••• P39740.02.12 TAS 101 02/2)/12 TAS 123 • . ..... Celotex Corp.Testing Services 528454-2-1 TAS 101 •'; 19722VA 528454-9-1 " s• 528454-10-1 520109-1 TAS 101 1Z12g/99 000000 520109-2 0 0 ••• • 0 • 520109-3 so 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset®AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MIAMI-DAD,COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset®AH-160. 2. ICP Adhesives Polyset®AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset®AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA. 3. ICP Adhesives Polyset'AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc.ICP Adhesives and Sealants,Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B" component shall be maintaine6between 1.0-1.15 (A): 1.0(B). 6. ICP Adhesives Polyset'AH-160 shall be applied with ICP Adhesives Foam DispenserOIT f 000 orICP.; Adhesives ProPack'30& 100 dispensing equipment only. • 7. ICP Adhesives Polyset'AH-160 shall not be exposed permanently to sunlight. •••• ' 0 . ...... ... . ..... 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutgi Mgr ICP Adhesives ••:••• Polyset'AH-160 has been dispensed. • .. .. .. .. ...... 9. ICP Adhesives Polyset'AH-160 placement and minimum patty weight shall be in acc4fdUl with the* • .. ...... . . ...... 'Placement Details'herein. Each generic tile profile requires the specific placement noted h erem. ;•• ••• . . 00 NOA No.: 17-0322.03 QMIAMMI-DMADE counmrExpiration Date: 05/10/22 � Approval Date:04/27/17 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 •sees bead 090* . . . . ... Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches --:184 grams i;idir pan_,_• ..... ...... LABELING: • ...... . . ..... All approved products listed herein shall be labeled and shall bear the imprint or identifiable iWifing of the'••�' 0 0 manufacturer's name or logo and following statement: "Miami-Dade County Product Control X'ppro*ed" or the Miami-....:. Dade County Product Control Seal as shown below. y :••••' • • •..e.• .. E� so ' • • a •• BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Mini nnoe coi nmr Expiration Date: 05/10/22 Approval Date:04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 =I* � tr.� ,f • hM) Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2" a " (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam 'y* paddy onto the underlayment positioned as shown, x� under the strengthening rib closest to the overlock eei�ti of the tile being set. E �M 2. Continue in same manner.Insure approximately 17 ' r (109.7 cmz)-23 (148.4 cmz)square inch adhesive .. contact with the underside of the tile. 'z :. •••• Nall t9vrmugh ¢arnetP Medium Profile/ Double Pan Tile •••••• .•••.. ••• • lwh+tn rair � a ego • �__ a • 1. Starting at the eave courjp,;gply a minir in 2" **ego* rard rot�y+, rs 4. ,; y (50.8 mm)x 10"(254 mmy IeW(25.4 tnw)foam;••••; paddy onto the underlaynwat positiol%4#:§howif >� `^.�4 under the pan portion of tketile closd§t to the overlock of the tile being 14? •••••• %"d"o 2. Continue in same manner Wi a app;oxi%ately 17 • E•ttec #il.s+al F • • • •••• (109.7 cmz)-23 (148.4 mz) gquare itthWhesive. • contact with the undersidh.gft*tile....• • closure �XX� ele► u �a�+ =•.. High Profile/Single Pan Tile 1. Starting at the eave course,apply a minimum 2" - � (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam Pw paddy onto the underlayment positioned as shown ..� torn.. ��.�� `� `'-•-,. under the pan portion of the file closest to the overlock of the tile being set. ',4 p, 2. Continue in same manner.Insure approximately 17 - , (109.7 cmz)-23 (148.4 cm)square inch adhesive contact with the underside of the tile. f� E�v�urs•- Ta. �`� ��,'OS,,,_�'` FHSfS• i�ha,""•-�. tn. ..�'` �' NY°''r�,.b s(aauae �,. � •o"x" �1eAp' a MI•DADE COUNTY NOA No.: 17-0322.03 IAM LM Expiration Date: 05/10/22 Approval Date:04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL##2 � Yapw 2Pvfs ri Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the rile being set.Insure approximately 17(109.7 cm2) * wr —23 (148.4 cm2)square inch adhesive contact with the .- s YY underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) a ° -s�" �a 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 appro)ima ely 10 64.5 cm 12 77.4 cm s ch a sry contact with the underside of ft We. ' .. 0000.. 000.0. 0000 0000.. 0000.. Medium Profile/Double Pan dile'• •"" -9 adwy9Ben h'�ile) 1. Starting at the eave course,Ipply'�minimfAn 2"(50.$ mm)x 10"(254 mm)x 1"(29.04A m)foam paddy • onto the underlayment positioner ;s shoV+u r the. pan portion of the tile closest19the overlpa of the tile being set.Insure approximately 17(109.7 cin2)— :o�,. 23 (148.4 cm2)square inch adhesive contact with the underside of the rile. N, z 2. At the second course,apply a minimum 2"(50.8mm) t � 2 x 7"(177.8 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. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) MIAMMADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date:04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) High Profile/Single Pan Tile ' f „ h 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 ` pan portion of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm2)— '' zip a 23 (148.4 cm2)square inch adhesive contact with the • � ``� `' w �� _ underside of the tile. ¢ � 2. At the second course,apply a minimum 2"(50.8mm) w eaw — ' '<- �a�fl x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the s � �+ underlayment positioned as shown under the pan ""dome portion of the tile closest to the overlock of the tile ora�� v being set. sees e 3. Continue in same manner.Ilsurre approximaTely 17" • • (109.7 cm2) - 19(122.6 cm2j synare inch a*&.4ve •• ... sees.. contact with the underside ort5C jVe. e sees.. *see sees.. sees . sees. .. .. .. .. sees.. .sees e • . . . . .sees. sees.. • . sees. so MM1®uNTY NOA No.: 17-0322.03 .. I , Expiration Date: 05/10/22 Approval Date:04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 Cement cbetween dkw 1. On the cave course only,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 k Ondt& the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set.Leave 4"4 *TM approximately 4"(10 1.6 mm)up from the cave edge free of foam to prevent emu 2x4im ste `fF� from blocking the weep holes•he expanded adhesive Insure 40 approximately 17-23 in'(109.7-148.4 cm2)of �e adhesive contact with the underside of the tile z hL Ovac 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below Fh,A/L*wPrvfileTff* the second course line positioned foarppad v under the strengthening rfb fgrVat tile,Vr ftder th2•••;' Haithrough pbu tcmtea SingkPawyUrAfftse pan portion of the tile,clo§At td the uVibil4k for (when required) •ORIS Ot .. .....• ftd t ties) the second course tile to B�Or+stalled. Insure approximately 8-9 int(51•.6 19.I cm2)of aoghesive;••••; BUMS me contact with the underside�of tbt tile. :00••• ....0 p g • 90 le FM • ��,� F `-� :'mw * (Instructions continued on net fgf) • zeds. r2z4paddyan �a • • ��• • • 00*0 ,�� •• • •t• • • • 4mdn, lde mss' Ene Ckwira EmeCoursel f asda Medium PreflleTile NOA No.: 17-0322.03 MLAMNuaoe COON Y Expiration Date: 05/10/22 Approval Date:04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL##3 (CONTINUED) Ia 5 epaunderIire tWhmreqvkeQ 3. Also apply a 2" (50.8 mm)x 4"(101.6 mm)x V'� (19 mm)paddy on top of the eave course tile surface as shown,on top of the strengthening rib z t� PaMy(undwt9Pj for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. on un " Install second course of tile.Insure approximately main. 9 (58.1 cm2)- 11 (71cm2)square inch adhesive s= contact with the underside of the tile at the overlap ShMfiepa" and 7(45.2 cm2)-9(58.1 cm2)square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Fine coune asa&a fi zin. Ewe dt6S ye edge •••• High ProfftTge •••••• •• •••••• 0000 • •••• • ••••• •••••• • • ••••• •• •• •• •• •••••• • • • • • • . • • NOA No.: 17-0322.03 CDAD,COUNTY Expiration Date: -0322.22 Approval Date:04/27/17 Page 10 of 11 s ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile t)Plate enough adhesive to achieve ss to Ott sq in. steep pitch applications 1. Starting at the eave course,apply a minimum 2" In contact with the pan die. (when required) (50.8 mm)x 10 (254 mm)x 1 (25.4 mm)foam 2)Turn covers upside down.Prate adhesive In paddy onto the underlayment positioned as to t In.from outside edge of cover dis. shown under two adjacent pan tiles. Support eave Than Install the tile.Ensure 20 to 25sq.ln.conuct area. o tiles from rocking until adhesive has a chance to Underlayment cure. o lip,'� , 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65 (419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside sheathing Of the pan tile. Eave do as** (moter shown) 3. Turn covers upside down exposing the underside•••••• weephole Pastia Board of the tile.Apply a minimain l"(25-*rgm3 x 10" •, (254 mm)bead of adhesirftectly on th@'inner 0 Remove top portion of the save course cover tile.Abut to second course of edge of each side of thd'd"&tile.Leavt an tiles,Ensure save end of '•"• p pan and caner flea are flush at save Zine. approximately 3/4"(19anm?'t0 1"(25.4•TiRln) • • Two Piece Barrel-High Profile Tile from the outside edge oef tAj file,inward,%ee ofew •;••• foam to allow for expaiW84,.• .; 4. Turn cover tile over aft®r foam is all lied-and •••••• place onto pan file courle.Insure a Xn"Imum of ;•• • 20(129 cm2)-25 (161.3 t4l)'squar8 Irh; ' contact area on each side of the cover tile't8 the pan tile. Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 IMIAMI•DA No court rr Expiration Date: 05/10/22 Approval Date:04/27/17 Page 11 of 11 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Polyglass USA Inc. 1111 W.Newport Center Drive Deerfield Beach,FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately re joke,me�lyfy,er **Soso suspend the use of such product or material within their jurisdiction. RER reserves the right iq revoke th4Apceptance, .• if it is determined by Miami-Dade County Product Control Section that this product or materialoWls to meet Soso:* requirements of the applicable building code. .fff.. This product is approved as described herein,and has been designed to comply with the Florickrftlding%;gg, ' including the High Velocity Hurricane Zone of the Florida Building Code. •"' •: • DESCRIPTION: Polyglass Polystick Underlayments • ••• . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state ani�'onowing :.•.• statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. •• •••. ; • .f RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.14-0717.08 and consists of pages 1 through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 15-0410.04 is Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 1 of 8 ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65'x 3'3 3/8' ASTM D 1970 A fine granular/sand top surface self-adhering,APP Manufacturing Or 65'x 3' polymer modified,fiberglass reinforced,bituminous Location#1 &#2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick Dual Pro 61'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location#2 metal roofing and roof tile underlayment. o*G0 Polystick Tile Pro 61'x 3'3 3/s" TAS 103 and A rubberized asphalt self-adhging,glass-fft;/i4Ayestei.G G e G 60 mils thick ASTM D 1970 reinforced waterproofing meml vAe.Desi@"at Manufacturing . a metal G•• Location#2 roofing and roof tile underlayment•• •• •••••• Polystick TU Max 65'8"x 31-3/8" TAS 103 and A rubberized asphalt self-adherjp,&.polyestor reiaiforce&••'•: 60 mils thick ASTM D 1970 waterproofing membrane. DeAgaad as a a cook Mile ••••• Manufacturing • • Location#1 &#2 underlayment. ••;••; •• • ; •••" Go .. .. .. ...... Polystick TU P 32'10"x 33_3/811 TAS 103 and A rubberized asphalt waterprocffanembranepglass- • 130 mils thick ASTM D 1970 fiber/polyester reinforced,wit]!a granular sj�gG •••••• Manufacturing • Location#2 designed for use as a tile roof Qndettgyment :*Goes o e G o e s eG a Gee e . e Polystick TU Plus 65'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/pe�ester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane.Designed as a metal Manufacturing roofing and roof rile underlayment. Location#1 &#2 Polystick MTS 658"x 313/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus 65'8"x 313/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Elastoflex S6 G 32'10"x 3'3-1/s" TAS 103 and Polyester reinforced,SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location#2 use in roof tile underlayment systems. NOA No.: 15-0410.04 esttat Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton,PA 2. Winter Haven,FL EVIDENCE SUBMITTED Test Aaency Test Identifier Test Name/Renort Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 &G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 •-1403/14 P44360.10.14 TAS 103 &TAS l 1S1 •• •0,1067/14 .... �• P43290.10.14 ASTM D 1970&TAS M "U17/14 • PLYG-SC10130.06.16-3 TAS 103 &TAS 110 •:•• 0 /27/16 PLYG-10130.06.16-1 ASTM D 1970&TAS "0..� 06`27/16 �•••• PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/060000 . PUSA-055-02-02 TAS 103 ••• •• ••.�21j 0/07::•:• PUSA-089-02-01 TAS 103/ASTM D4798&.0155 Q7/06/09 •• . . .0 . ...... Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798 4i Gj5,5 : �a�/bl/08• RX14E8A TAS 103/ASTM D4798&'6155 6060/p9/09: •: DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. QMIAMMI-DMADE COU M0 0■ BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 15-0410.04 MRAMMME a Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS or Polystick MTS Plus,self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck,membrane adhered fee* 000000 Anchor/Base Sheet: One or more lies of ASTM D 226 Type H or ASTM D 2626. ••• •• •'• 00 Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6" o.c.at baa num 4"head lap. (f©s a 9:a ase sheet only) 0. 0000.. 0000.. 0000 .0000. Membrane: Elastoflex S6 G,hot asphalt applied 00090 . 00:000 Surfacing: See General Limitations Below. 00:00: 9 9 9 9 9. .. .. .. .. a. 0000.. 0000.. Deck Type 1: Wood,non-insulated 0 • 9 000090 :Goes* ass Deck Description: Min. 19/32"plywood or wood plank •• • 9 9 9 9 :00 System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adiered. 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) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. NOA No.: 15-0410.04 � ttd Expiration Date: 09/13/21 f Approval Date: 08/11/16 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose deck panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 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-%i" 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. see* 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. Tb f fl g ing tape shaft be ...... pressed in place and formed around the protrusion to ensure a tight fit. A second layerltf Polystiek sbaK be • applied over the underlayment. .. ...... GENERAL LIMITATIONS: :0000' . 1. Fire classification is not part of this acceptance. 0 0 6 6 0 0 0 0 .....0 0 0 0 0 0 2. Polystick Dual Pro,Polystick Tile Pro,Polystick TU Plus,Polystick MTS and PQlystic MTS Plus may be . used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,rdof tile'systeT§japo quarry•••0• slate roof assemblies. .'. . Polystick TU P maybe used in all the previous assemblies listed except metal roofmg.0 0 00 0 0 : ' 00 Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table 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 TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Plus Winter Haven,FL 180 90 180 180 180 180 180 180 180 Hazelton,PA N/A 90 N/A 180 N/A N/A N/A 180 N/A NOA No.: 15-0410.04 e c �tnrt-�r' Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 5 of 8 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 8. In roof tile application,data for the attachment resistance of roof riles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro,Polystick TU Max,Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for(direct-to-deck)tile assemblies,the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex Polystick TU Plus,TU P, Polystick Polystick S6 G Tile Pro,Dual Pro TU Max MTS Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 without battens .... Profiled Tile Prohibited 4:12 6:12 6;12••• 4.11• ••..�. without battens .. ... The above slope limitations can be exceeded only by using battens in accordance witlr*v;Approved Tale System . Notice of Acceptance and applicable Florida Building Code requirements. When battei l Vc requif id,tWy shad ..... • .... . ..... be utilized during loading and installation of tiles. . . . . 10. Care should be taken during the loading procedure to keep foot traffic to a minimum nd to avoid Na13p1ig of..... tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for lo$dit*Vocedure•-two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slopt,for 9 total mf j6tlles—for•• • all underlayments except Polystick MTS which shall be loaded onto battens. •6. ' :..... Roofing Tiles (6 Max Per Stack) Z r m 1a CL s ' � 6 N Fbot neck prepared with POLWCK11J Plus "WOMANOA No.: 15-0410.04 e� � Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe,Polystick Dual Pro, Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. •..i • 1. Polyglass does accept the direct application of Polystick underlayment membranes to Zvood decks. MAIllers ait0••;• cautioned to refer to applicable local building codes prior to direct deck installation tq pgjige, this is as ortabl.•• 006 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 edg'e'ftin as*.P.4yglass• • Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum*IA"metal disk as ":". required in Miami-Dade County or simplex type nail as otherwise allowable in other 1491is,at a tWw1Tm rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked"nail asvA area para cjavar"on d seeo the face of membrane,with the above stated nails and/or disks.The head lap membrane is to coves the area beip&.;. 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,must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 61/4"/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 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 15-0410.04 11a ��N Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 7 of 8 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request.It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LE IITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. Goes • • • END OF THIS ACCEPTANCE • : .::so. •••.••• • • • .. 00,00. asset* o 0 G .009 :0000: • 0000.. G 0000 . 0000. 0000.. 0000. .. .. •0 •G •000:0 0000.. • 0000.. 0000.. . • :so so: 00 NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 8 of 8