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RF-18-913July 9, 2018 Nations Roof 3772 N.W. 126th Avenue Coral Springs, Florida 33065 RE: TAS-106 TILE UPLIFT TESTS Proposed Roof Sister Linda/Barry University 9701 N.E. 5th Avenue Road Miami Shores, Florida Dear Sir or Madam: ENGINEERING & TESTING, INC. Phone: (866) 781-6889 *Fax: (866) 784-8550 www.floridaengineeringandtesting.com 250 S.W. 13th Avenue Pompano Beach, FL 33069 Job Order No.: 18-2817 Permit No.: RF-4-18-913 r(// 2 In accordance with your authorization, Florida Engineering & Testing Inc., has performed Tile Uplift Testing in compliance with Testing Application Standards TAS-106 and the Florida Building Code High Velocity Hurricane Zone on July 6, 2018, at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of concrete s shaped tile foam set. The pitch of the subject roof is 5/12. Our field engineer's representative visited the site and conducted sixty-four (64) uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS-106 using an Intercomp scale model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Result 1 - 12 Corner See Attached Diagram 35 ± 5 pounds Passed 13 - 42 Perimeter See Attached Diagram 35 ± 5 pounds Passed 43 - 57 Field See Attached Diagram 35 ± 5 pounds Passed 58 - 64 Ridge & Hip See Attached Diagram 35 ± 5 pounds Passed `04 Q W Quality �� AC assurance Page 2 July 9, 2018 Job Order No. 18-2817 Nations Roof Sister Linda/Barry University 9701 N.E. 5t' Avenue Road Miami Shores, Florida: All test results were found to be in compliance with TAS-106 and the Florida Building Code (see attached field sketch). The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a final roof inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Florida Engineering & Testing, Inc. (FE&T) is an independent third party providing un- biased testing information and results. FE&T is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, t�Ol11li1foir P,�N !1'!F `/s s ? . 4. a No. 48202 ' Mark A. Mesian E. * ' ' I .m Florida Engine'ti T tfirg?ffnc. Florida Reg. Nod' �2FLORlOP.,./�� Certificate of AutIIli9h-b" iff0a+ a=0.1W=0.1 x 56=5.6' a=0.4H=0.4 x 15=6' Perimeter Dimensions=6' Field Sketch -Not to Scale Approximate Dimensions 9701 N.E. 5th Avenue Road Miami Shores, Florida Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date: 411/2018' Permit NO. RF-4-18-913 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: 10/15/2018 Parcel Number Applicant 9701 NE 5 Avenue Road Miami Shores, FL 1132060171450 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone CeII BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) NATIONS ROOFING LLC Phone (407)649-1333 CeII Phone Valuation: Total Sq Feet: $ 44,650.00 2875 Type of Work: Re Roof Additional Info: TILE RE -ROOF PER CODE Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $27.00 $4.50 $3.00 $9.00 $300.00 $9.00 $36.00 $388.50 Pay Date Pay Type Invoice # RF-4-18-67092 04/18/2018 Credit Card 04/09/2018 Credit Card Amt Paid Amt Due $ 338.50 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT. I construction and zo all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating , I authorize the abovf-name contractor to do e work st d. r M..VJ , (/r wner / Applicant / Contractor / Agent April 18, 2018 Date Buil.in• D= • . rtment Copy April 18, 2018 RE: Permit # 'O- 603 I Rjl rd AL /U ‘).)e vA.k (Print name and circle License Type) License#: CCC \-7j3402)01(0 On or about CD/ //7 taem (Date & time) work at COO N e 5 A ie, AV om, 5\‘is i F� (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Miami Shores Vinage Building Department 10050 N.E.2nd 'Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: INSPECTION AFFIDAVIT licensed as a (n FS 468 Building In . - or / Engineer / Architect, Signature State of Florida County of Dade: , I did personally inspect the roof deck nailing The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. day of �� ,,,��110. 10, Swom to and subscribed before me this /2%y 2 / 101 Em Notary Public, Sate of Florida at Large :•L , , Ali /, vw -,,, BTATE OF F\'' ` %% *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Petricorl en /711n19MA\619119nno Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ROOFING RECEIVED PR 2018 BY: _-_ GuA-' FBC-201T - - Master Permit No. R' 1 a- I 1 7 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF CANCELLATION CONTRACTOR JOB ADDRESS: cn- c A\j/ ALLA— City: Miami Shores County: Folio/Parcel#: Cap — Q 1-4- — 14 S Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): 8Y SI Jcef'r Va oPhone#: 30-- G g 0 - $6 I Address: 1 l Z0b Nc..• oZNd Au_ City: kt a V'vl. 1 Sh'Urss Tenant/Lessee Name: A.) A - Email: 31&O (fT) thai I . . CONTRACTOR: Company Name: klQii Oy, S rim Phone#: Address: 1.1� C..kaylis'1-ylej+ 1�-r�(,A, Miami Dade ❑ SHOP DRAWINGS Zip: 3 313 Fs Is the Building Historically Designated: Yes NO X Flood Zone: BFE: FFE: 0— 30S-8gq-3593— State: City: 004,46 State: rt.., Qualifier Name: e eKard ,i l State Certification or Registration #: DESIGNER: Architect/Engineer: Address: City: Value of Work for this Permit: $ 'jq bc0 • i76 Square/Linear Footage of Work: Phone#: Zip: 831 ‘01 Zip: gr32 4 Phone#: LIb4-6(11-1333 Certificate of Competency #:/�t�i��'Sr:;� ';�;;_• �,3f)) Phone#: CCC 1324,3q N13 Type of Work: ❑ Addition ❑ Alteration State: Zip: ❑ New ® Repair/Replace ❑ Demolition Description of Work: Ti Is- ei-Af- CQ Specify color of color thru tile: Submittal Fee $ So 1a,-d Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ J TOTAL FEE NOW DUE $ . 3(e3s. _ -re) makk .pXiS (Revised02/24/2014) Bonding Company's Name (if applicable) N 11/ Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) [� A 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 commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 60: Signature Lai, Si nature gSignature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoingl!�instrument was acknowledged before me this ZOt" day of M , 20 18 , by �/ 7 day of / i /CC J'C' k , 20 /' , by CU EAN (tf5rftiIAL, who is personally known to I \ I C%"1ar-. AIC q ei7 Cwho is personally known to me or who has produced as me or who has produced �1 —i identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 4,4Idifig * * * * * * * * * * o4ys'rF. Notary Public State of Florida . Jeffry J Yao My Commission FF 168481 "9os0.Expires 11/12/2018 *********** APPROVED BY identification and who dicti40139 oath. NOTARY PUBLIC: sO%�ap1lA Tlq J\• Sign: Print: Seal: w•.•NQ� slim 00- as * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 2 Summary Report Property Information Folio: 11-3206-017-1450 Property Address: 9701 NE 5 AVENUE RD Miami Shores, FL 33138-2444 Owner BARRY UNIVERSITY INC Mailing Address 11300 NE 2ND AVE LAVOIE BLDG 2ND FL RM 204 MIAMI, FL 33161 PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/1 Floors 1 Living Units 1 Actual Area 2,952 Sq.Ft Living Area 2,592 Sq.Ft Adjusted Area 2,816 Sq.Ft Lot Size 10,244 Sq.Ft Year Built 1936 Assessment Information Year 2017 2016 2015 Land Value $307,021 $255,983 $245,616 Building Value $202,527 $204,160 $205,793 XF Value $20,969 $20,969 $15,954 Market Value $530,517 $481,112 $467,363 Assessed Value $529,223 $481,112 $467,363 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $1,294 Educational Exemption $529,223 $481,112 $467,363 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 4 AMD PB 15-14 LOT 13 & SW1/2 OF LOT 14 BLK 97 LOT SIZE 78.800 X 130 OR 20520-3972 07 2002 1 Generated On : 4/9/ Taxable Value Information 2017 2016 2 County Exemption Value $529,223 $481,112 $467. Taxable Value $0 $0 School Board Exemption Value $530,517 $481,112 $467. Taxable Value I $0 $0 City Exemption Value $529,223 $481,112 $467. Taxable Value I $0 $0 Regional Exemption Value $529,223 $481,112 $467 Taxable Value $0 $0 Sales Information Previous Sale Price OR Book -Page Qualification Descriptic 06/01/2008 $835,000 26454-1153 Other disqualified 07/01/2002 $415,000 20520-3972 Sales which are qualified 12/01/1977 $118,000 09902-0204 Sales which are qualified Sales which are qualified 05/01/1976 $97,500 00000-00000 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 Appra https://www.miamidade.gov/propertysearch/ 4/9/2018 Current Principal Place of Business: 11300 N.E. SECOND AVENUE ROOM 105 FARRELL HALL MIAMI, FL 33161 Current Mailing Address: 11300 N.E. SECOND AVENUE ROOM 105, FARRELL HALL MIAMI, FL 33161 FEI Number: 59-0624364 Name and Address of Current Registered Agent: DUDGEON, DAVID 11300 NE SECOND AVE LAVOIE HALL #209 MIAMI, FL 33161 US 2017 FLORIDA NOT FOR PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT# 711458 Apr 27, 2017 Entity Name:'BA'RRY UNIVERSITY, INC. Secretary of State CC2519040112 Certificate of Status Desired: No 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: Electronic Signature of Registered Agent Officer/Director Detail : Title S Title T Name DUDGEON, DAVID Name �RO_SENTHAL, SUSAN Address 11300 NE SECOND AVE Address 11300 N.E. SECOND AVENUE City -State -Zip: MIAMI FL 33161 City -State -Zip: MIAMI FL 33161 Title D Title PD Name BUSSEL, JOHN Name BEVILACQUA, SISTER LINDA Address 11300 NE SECOND AVE Address 11300 NE SECOND AVE City -State -Zip: MIAMI FL 33161 City -State -Zip: MIAMI FL 33161 Title VP Name MURRAY, JOHN Address 11300 N.E. SECOND AVENUE City -State -Zip: MIAMI FL 33161 Date I 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 an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 617, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: DAVID DUDGEON GENERAL 04/27/2017 COUNSEL/SECRETARY Electronic Signature of Signing Officer/Director Detail Date A�� b" CERTIFICATE OF LIABILITY INSURANCE DATE T/(9/201ns 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 policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER: Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. O. Box 1927 Pompano Beach FL 33061 CONTACT NAME: PH NE FAX No): (954)943+-5417 E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURERA:Greenwich Insurance Company 22322 INSURED Nations Roof, LLC 1313 Landstreet Orlando FL 32824 INSURERB:XL Specialty Insurance Company 37885 INSURER C :Columbia Casualty 31127 INSURER D : INSURERE: INSURERF: COVERAGES CERTIFICATE NUMBER: ISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTRINsn TYPE OF INSURANCE ADDL SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP IMM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY CGS740937702 7/1/2017 7/1/2018 EACH OCCURRENCE $ 2,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ 250, 000 X Contractual Included MED EXP (Any one person) $ 5,000 X XCU & Broad Form PD Incl PERSONAL & ADV INJURY $ 2,000,000 GEN'L AGGREGATE X LIMIT APPLIES JECOT- PER: LOC GENERAL AGGREGATE $ 4,000,000 PRODUCTS - COMP/OP AGG $ 4,000,000 $ A AUTOMOBILE X X LIABILITY ANY AUTO ALL OWNED _ X SCHEDULED AUTOS NON -OWNED AUTOS CAH740937802 7/1/2017 7/1/2018 COMBINED SINGLE LIMIT (Ea accident) $ 1, 000, 000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ B X UMBRELLA UAB EXCESS LIAR X O OCCUR CLAIMS -MADE US00071893LI17A Umbrella is follow form of the GL, AL and EL 7/1/2017 7/1/2018 EACH OCCURRENCE $ 15, 000, 000 AGGREGATE $ 15, 000, 000 DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/B (Mandatory in NH MBER EXCLUDED? ( ry ) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N N / A CWG300085102 7/1/2017 7/1/2018 X PER STATUTE OTH- ER E.L. EACH ACCIDENT $ 1, 000, 000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1, 000, 000 C Contractors E&O/Pollution (Mold) Retro Date: 7/1/2015 CE06018423665 7/1/2017 7/1/2018 ' Each Occurrence $2, 000, 000 Self Insured Retention $50,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached it more space is required) Roofing Contractor — Richard M. Nugent #CCC1326396 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Dept 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Dirk DeJong/KAG ACORD 25 (2014/01) INS025 (201401) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAIASSEE FL 32399-0783 NUGENT, RICHARD M NATIONS ROOF LLC 1313 E LANDSTREET ROAD ORLANDO FL 32824 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 from architects to yacht brokers, torn boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Department's initiatives. 1 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, and congratulations on your new license! RICK SCOTT, GOVERNOR LICENSE NUMBER STATE OF FLORIDA DEPA PRO ��';?- uULATION SINESS AND CCC1326396 , = ' 17/05/2016 CERTIFIED R NUGENT;:Ri. NATIONS RO �- 18@ERTIFIED underthe:provisions of Ch.488 FS. .-„,Expiralignd is :'AUG11.2019,.—" L1607066001053 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTIO .INDUSTRY LICENSING BOARD 696326396" The ROOFING CONTRACTOR Named, below IS CERTIFIED Under -the provisions of Chapter 489 FS. Expiration date: AUG 3Y, 2018 NUGENT, RICHARD M NATIONS ROOF LLC 1313 E LANDSTREET ORLANDO :;,•- SEQ # L1607050001053 ISSUED: 07/05/2016 DISPLAY AS REQUIRED BY LAW ;Cott Randolph, Tax Collector Local Business Tax Receipt Orange County, FloridE ds focal business tax receipt is in addition to and not in lieu of any other tax required by law or municipal ordinance. Businesses are subject to regulation of zoning, health and oth • vfuf authorities: This r`eoelpt is valid from October 1 through September 30 of receipt year. Delinquent penalty Is added October 1. 2017 EXPIRES 9/30/2018 1806-1092252 1806 ` `ROOFINGCONTRACTOR $30.00 1 +EMPLO , aril.Tf t 3 TOTAL TAX . . $30.00 r1? ,;d ,: Z I!, . PREVIOUSLY PAID. - $30.00 • Fr., • N GENT'RICHARD'M - TOTAL DUE $0.00 � w � _ f ATIONS ROOF LLC NUGENTRICHARD M 1313 E LANDSTREET RD ORLANDO FL 32824 1313 E LANDSTREET RD U - ORLANDO, 32824 PAID: $30.00 2503-03162173 7/31/2017 This receipt is official when validated by the Tax Collector. • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. .... . . ..•. Section A (General Information) •• • • • • • • • 1 • Master Permit No. .. ; • • Process No. • • Contractor's Name p((I- • •1 •...- • •1 Job Address TT 4 I IN. 1 \1 J Q U is 6I • • •• • ROOF CATEGORY : . : . • • • 1 ❑ Low Slope 0 Mechanically Fastened Tile E7 MorttV/itdhlsive Set Tiles • • 1 ❑ Asphaltic Shingles 0 Metal Panel/Shingles ❑ Wood Shingles/Shakes • • 1 0 Prescriptive BUR-RAS 150 1 ROOF TYPE /Reroofing 1 ❑ New roof ' ❑ Repair ❑ Maintenance 0 Recovering 1 ROOF SYSTEM INFORMATION RE 1 Low Slope Roof Area (SF) ✓ Steep Sloped Roof AREA (SSFP9 - Total (SF) ,�Q)�'S C`' V�Q 48 0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. I sions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. S e a, f- }- a rr h .t._ 01, `,,, i vi c,yc I t^.3Ps= CV _D Y _ 1_ E A1T: I ,-. " ir. nrn-'I I ' j h. _ .L.:2__ .....t.:_. t— — ) 1(1, L F _ ' I '..) L 0-1 .1_, I : ✓,. :CT .-0 C Of\M LIAR CE `VI itH ALL FED -ERA: 1 q Tnr;ir_1-Y RI_ LEE ^NC -=, II . r"S 18 1. ude dirnen- 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 INTERNATIONAL CODE COUNCIL FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 201510:32:12 AM pursuant to License Agreement. No further reproductions authorized: 1.04 1.02 1.01 1.03 .03 1. .04 NOTES 1.01 INSTALL NEW TILE ROOF SYSTEM 1.02 NOT IN CONTRACT 1.03 INSTALL NEW GUTTERS AND DS 1.04 REPLACE ALL DETERIORATED SOFFIT & FASCIA TYP. Revisions: No 1 bate: 9-14-17 Mr. Jeff Yao Sister Linda's Residence CONSTRUCTION NOTES A-3 Barry University: Sister Linda's Residence - Roof Replacement Project Specifications .• ..• • • • • • • • BARRY UNIVERSITY • ••• SISTER LINDA'S RESIDENCE 9701 NE 5th AVENUE MIAMI SHORES, FLORIDA3313$ • • • • • .. • • • • . •• • NORTH •• •1i ChMark CO TING GROUP, INC. 2771 S. W. 86th Way, Dave. Florida 33328 j3Mne. 4) 4710801 F1. (954) 8800-0070 ... • • • • • . • . • . 000 • • • • • • • • • •• •• •• •• • • • • • • ••• • • •• •• • • • • • • • 400 • • • • • •• • ••• • Page 77 of 79 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application For •• • INSTRUCTION PAGE • .... . • • • • • •• • • • • • • • • •... ••.. • • . COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFINi PFAMIT •• •„ APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTEABELOW _ • Roof System Required Sections of the Permit Application Form AttachmentL'i4�red See Lisf Belovd ; Low Slope Application A,B,C 1,2,3,4;5,$'7: - Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 •• Asphaltic Shingles A,B,D 1,2,4,5,6,7 oncrete r Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation • • •' • • • • • • • . .• 15.36 INTERNATIONAL CODE COUNCIL FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 1 Gauge/Thickness: t 1 1 e 1 1 1 1 1 Slope: 1 Anchor/Base Sheet & No. of Ply(�1 1 v 1 Anchor/Base Sheet Fastener/Bonding Material: 1 1 1 I Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material 1 1 1 Base Sheet Fastener/Bondin Material: 1 Top Insulation Size and Thickness: Florida Building Code.5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application For Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (Ifa component is not used, identify as "NA") System Manufacturer. Product Approval No.: 1 Design Wind Pressures, From RAS 128 or Calculations: 1 t 1 P1: P2: P3: Max. Design Pressure, from the specific product 1 approval system: 1 a 1 Deck: I Type: Insulation Base Layer. 1 Top Insulation Layer: 1 1 1 Top Insulation Fastener/Bonding=terial: 1 Base Sheet(s) & No. of Ply(s): iPly Sheet(s) & No. of PIy I Ply Sheet Fastener/Bonding Material: 1 Top Ply: 15.38 ): Top PIy Fastener/Bondin Surfacing: Fastener Spacing Field: " o Perimeter: Come Comer Num Lap,#Rows ...Ia. "qp •• "oc@Lap, #Rom •@ og • • • " oc @ Lap, # Rows' 6• os. •. • • • --` r of Fasteners Per Insulation board: Fi: d Perimeter • • • w• • •• • •• • • . • • Corner lustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. aterilll• • .• • • • • •••• •••• • r Anchor/Base Sheet Attachryegt; • • • • .••• •••• •.1•••• 1 • •+••• • • • 1 6. •• ••• • . FT. . FT. Parapet Height Mean Roof Height FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 INTERNATIONAL CODE COUNCIL ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) —r Roof System Manufacturer: <_I7 Q q Y� f LL ;Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P1: P1: Deck Type:. Roof lope: : 12 Ridge Ventilation? tO13lL)Q_ . . . . . .. . .... . . .... 0000 . 1 1 1 1 1 1 1 1 ...1.. plia ()owl Type Underlayment: Insulation: Fire Barrier: �Ilcm- h,ers Q" P,Q{ Ae_kers AM00 MOO* . . . . • -..-.-.-...1.. . l' ...1.. tow • .• • . Mean Roof Height: IS-‘ . • • • . N� .. . .. • . .. 00 • Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: ss %rye La_ Type & Size Drip Edge: iut in" r. ..p .. 1 i 1 1 1 1 1 1 1 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement, No further reproductions authorized. INTERNATIONAL CODE COUNCIL' ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 1 1 1 1 ' Section E (Tile Calculations) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mt. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: x X = ) - Mg: = M„ Product Approval Mt (P2: xX = ) - Mg: = M2 Product Approval Mt : . • . (P3: xX = ) - Mg: = Mr, Product Approval M, Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below %. Product Approval M•' f 3� , �' . - • •-•- •••- • ••-- - •••- • • Mr required Moment Resistance* •••• . •• Mean Roof Height RoofSlope 15' 20' 25' 30' • • •,,,,, • • 40' • 11 2:12 34.4 36.5 38.2 39.7 '42.2 ; , , 3:12 32.2 34.4 36.0 37.4 • • - *39.8 ' 4:12 30.4 32.2 33.8 35.1 37.3 ' . , 5:12 1128.411- 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 •- •- • •- - •• • • • - • • • - • • • - 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. 1 Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x L = x w: = ) - W: x cos 0 = Fr, Product Approval F' 1 (P2: x L = x w: = ) - W: x cos 0 = Fr„ Product Approval F' 1 (P3: x L - x w: = ) - W: x cos 0 = Fr, Product Approval F' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M9 Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile, Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permi application. 15.40 INTERNATIONAL CODE COUNCIL FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Elie cr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 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.. ig ally, the following items should be addressed as part of the agreement between the owner ant'tlie'cc itractor. Ttie.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 miy have tQ .: . . • be renailed in accordance with the current provisions of Section R4403, (Thywo Ack is tls3elly• concealed prior to removing the existing roof system). • • • • • • 4. ,X \ Exposed Ceiling: Exposed, open beam ceilings are where the uflderstde of tthVrob> deckirig can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 andB,4413. Date cW// ` 'eJw.L4u Property Address Revised on 7/9/2009 LD;07/01/2015; Contractor Signature Date Permit Number • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, LLC 1289 NE 9th Ave Okeechobee, FL. 34972 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www. miamidade.gov/economy .... This NOA is being.issued under the applicable rules and regulations governing the use of cornstructicia otw erials• �'j • • documentation submitted has been reviewed and accepted by Miami -Dade County RER-Nadudt ControlSaaction to be used in Miami Dade County and other areas where allowed by the Authority Having JurisdiCttort (AHJ•)e • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Gctntrol Sann (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reservt the right• to have ttis• • produet or material tested for quality assurance purposes. If this product or material fails'' id Verforrfl irr'the acaPtetl• manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revn modify, on suspend the use of such product or material within their jurisdiction. RER reserves the right to jevokq this•accep4ucc: • if it is determined by Miami -Dade County Product Control Section that this product or material I ilg'to meet the . requirements of the applicable building code. • • • • •• •• • •• This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Galena Spanish "S" Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA 10-0518.04 and consists of pages 1 through 6. The submitted documentation was reviewed by Juan E. Collao, R.A. MIAMI•DADE COUNTY APPROVED NOA No.: 14-0416.12 Expiration Date: 11/18/19 Approval Date: 11/27/14 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This approves a roofing system using Galena Spanish "S" Concrete Roof Tile, as manufactured by Entegra Roof Tile, LLC as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with SAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based systtp..' 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Galena Spanish `S' Roof L = 17" Tile W = 10" H = 2.7" Thickness: '''A" Trim Pieces L = varies W = varies Varying thickness 2.1. MANUFACTURING LOCATION 1. Okeechobee, FL 2.2. EVIDENCE SUBMITTED Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. MIAMI•DADE COUNTY APPROVED Test Identifier 7161-03 Appendix III 7161-03 Appendix II P0647-01 P0402 94-084 94-083 Test Specifications TAS 112 TAS 112 • . . .. . .... .... . •' • • rroduot •••• •••• ...Description . . • • • . • • • • • • • High profile,'interlocking,'drie-piece,`3:' shaped, conk rete roof the eq Tipped with • two nail holes. Fpr direrdCCk or • battened narl.on, mortar es adhesive.se'L • • • applications. • • • Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Dec. 1991 Dec. 1991 Aug. 1994 Sept. 1993 May 1994 April 1994 NOA No.: 14-0416.12 Expiration Date: 11/18/19 Approval Date: 11/27/14 Page 2 of 6 • Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies The Center for Applied Engineering, Inc. Nutting Engineering Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida 3. LIMITATIONS 3.1 3.2 Test Identifier 25-7183-4 25-7214-3 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC-78 13343.1 520111-3 520191-2-1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations RT0624.04-14 Test Name/Report Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Physical Propertils • • • TAS112 •• • Static Uplift Testing; • PA 101 •••• Two Patty Adhesive SeeSystem 25-7094 25-7496 • • • • 25-7584 • . . 25-7804b-8 • 25-7804-4 & 5'..' 25-7848-6 25-7183 Restoring Moment Due to Gravity Aerodynamic Multiplier TAS 112 Date Feb. 1995 March, 1995 Aug. 1994 Oct. 1994 ••••June 200;•••• "' bec. 1998 "" •march 19,i9•• '.. Aliril 1988... February 146.. • • 2epri1 1996• • ; • December 1995. . . . March 1995 09/14/09 09/14/09 07/07/14 Fire classification is not part of this acceptance. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Miami -Dade Product Control office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIAMFDiADE COUNTY APPROVED NOA No.: 14-0416.12 Expiration Date: 11/18/19 Approval Date: 11/27/14 Page 3 of 6 • 4. . INSTALLATION 4.1 ,)Galena Spanish "S" Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Galena Spanish `S' Roof Tile 8.5 1.42 0.833 Table 2: Aerodynamic Multipliers - X (ft3) • • ••• -• • ••••• n-•- • - . Tile X (ft3) •••• ' ' Profile Direct Deck Applicatittn•• • • Galena Spanish `S' Roof Tile 0.235 •""• • •• ' r.. • : • • • • • • • Table 3: Restoring Moments due to Gravity - M9 (ft-Ibn "" . . . Tile Profile 2":12" 3":12" 4":12" 5":12" •..•.. • 6 t:12'• • •• 7::12" ar•••: • greater Galena Spanish `S' Roof Tile Direct Deck Direct Deck Direct Deck Direct Deck Direct • Deck • • • • birect • w• •Deck 6.20 6.13 6.03 5.89 5.74 5.57 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Galena Spanish `S' Roof Tile 2-10d Ring Shank Nails 28.6 41.2 1-10d Smooth or Screw Shank Nail 2 5.1 6.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 1 #8 Screw 2 20.7 20.7 2 #8 Screw 43.2 43.2 1-10d Smooth or Screw Shank Nail (Field Clip)2 23.1 23.1 1-10d Smooth or Screw Shank Nail (Eave Clip)2 29.3 29.3 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 2-10d Ring Shank Nails' 33.1 48.1 1 Installation with a 4" tile headlap and fasteners are located a min. of 2'/2" from head of tile. 2 When using only one fastener use the hole that is approximately 4 %" away from interlocking edge. MIAMI•DADE COUNTY APPROVED NOA No.: 14-0416.12 Expiration Date: 11/18/19 Approval Date: 11/27/14 Page 4 of 6 , Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Galena Spanish `S' Roof Tile Adhesive 29.34 3 See' manufacturer's component approval for installation requirements. 4 The Dow Chemical Company TileBond Average weight per patty 10.7 grams. 3M'M 2-Component Foam Roof Tile Adhesive AH-160, average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) •••• for Single Patty Adhesive Set Systems '••••' Tile Profile Tile Application •Mirfimum Ott bhment•, Resistance , • Galena Spanish 'S' Roof Tile 3MTM 2-Component Foam Roof Tile Adhesive AH-160 •••••• 6695. TM 3M 2-Component Foam Roof Tile Adhesive AH-160 •••• ,� •••1 • . • • • • . 5 Large paddy placement of 63 grams of 3M'' 2-Component Foam Roof Tile Adhesive AH-160. •• •• •••• • 6 Medium paddy placement of 27 grams of 3M'2-Component Foam Roof Tile Adhesive AH-160. • • : • • • •• • • • • Table 7: Attachment Resistance Expressed as a Moment - Mf'(tt-Ibf) •••••• • for Mortar or Adhesive Set Systems •• • Tile Profile Tile Application Minimum Attachment Resistance Galena Spanish `S' Roof Tile Mortar Set 24.5 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 GALENA SPANISH "S" CONCRETE ROOF TILE LABEL (LOCATED ON UNDERSIDE OF TILE) MIAMI-DADE COUNTY APPROVED NOA No.: 14-0416.12 Expiration Date: 11/18/19 Approval Date: 11/27/14 Page 5 of 6 6. " BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS • • • • • •• • ...... • ... • • ••.. • ... • •••• • ••.. • • •• • ••.. ••.. • • •• •• • • • •• • • • • • 17" 10" GALENA SPANISH "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED • •• • • • .... • • • •• • • . • •• • ...... • • • • • • • NOA No.: 14-0416.12 Expiration Date: 11/18/19 Approval Date: 11/27/14 Page 6 of 6 • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economv 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.$Dion 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 Sectio{i (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve thwigtit to haae•t is product or material tested for quality assurance purposes. If this product or material fails to perform in the attepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately woke, iitoidIfy, or suspend the use of such product or material within their jurisdiction. RER reserves the right.tp•reyoke this acceptance, • if it is determined by Miami -Dade County Product Control Section that this product or materiarfails to meet the • requirements of the applicable building code. •• • • •• • • • • • • This product is approved as described herein, and has been designed to comply with the Floreitla Building f�cxie • • including the High Velocity Hurricane Zone of the Florida Building Code. • • DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. MIAMIDADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Cate2orv: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR-Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location # 1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location # 1 & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 MIAMFDADE COUNTY APPROVED Dimensions 65' x 3'33/8" Or65'x3' 60 mils thick 61' x 3'33/8" 60 mils thick 61' x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'33/8" 130 mils thick 65' x 3'3-3/8" 80 mils thick 65'8" x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'3-%" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and ASTM D 6164 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment iit trdged roof •assemblies. Designed as an ictaerlin shierd.•• • A rubberized asphalt self-adhi din glass-fib'2i/polyester• • : • reinforced waterproofing membuge. Desi n&d as a • • metal roofing and roof tile uadex>aYtnent.•.... • • • • A rubberized asphalt self-adl f b tu,•glass.eXpolyestdi' • • reinforced waterproofing mexibrrxie. Designed as a metal. • roofing and roof tile underlayment• • 1• A rubberized asphalt self-aaaieing;polyester reinforaed • • waterproofing membrane. Designed as a a roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. l-Iazelton, PA 2. Winter Haven, FL Test Agency Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. EVIDENCE SUBMITTED Test Identifier P10870.09.08-R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 &.G155 TAS 110/ASTM D4798 & D1�974 ASTM D 1623 • ASTM D6164 TAS 103, TAS 110 & ASTI/14)4 23 ASTM D1623 TAS 103 &TAS 118••••• ASTM D 1970 & TAS.1'n : TAS 103&TAS 11b •• ASTM D1970 & TAS'l l•Q' TAS 103 TAS 103 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 Date 12/04/08 04/13/09 07/01/10 03/02/11 •Q4/26/11 '.Qg(O1/11 4 041.9/ 11 ••fl8/07/12 07/02/ 13 • •.b%32/14 • . 1A(03/14 •.:1 1 7/14 1'0/17/14 Qv 7/16 • •06/27/16' •• • • 09/29/06 12/10/07 07/06/09 • . • • • • • • 04/01/08 11/09/09 02/18/10 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. MIAMFDADE COUNTY APPROVED 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. MIAMIDADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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 II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, TU P, Polystick TU Plus, Polystick MTS or Polystick See General Limitations Below. Surfacing: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. 'Polystick efe?.1 • •i " • •••• . • • • • • • • • • •••• •••• • • • • . • • • • •... • .• • • • • • •• ••• •• •••• • . • • • •'• Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4. Devi lap. ifor • • base sheet only) Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: MANMADE COUNTY APPROVED See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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 re move 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" 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 Ski membrane from the center outward in both directions. •• •• ••• • • • • • 5. For ridge applications, center the membrane and roll from the center outward in both Slyrpctions. • ;, • • 6. Roll or broom the entire membrane surface so as to have full contact with the surface •grving special attention • •• to lap areas. . " • •... •••• .. .• 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly gent 1:rocct Conti- • • • • . • . • Notice of Acceptance. • • • . .... 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The'trailing tape Shall be •• pressed in place and formed around the protrusion to ensure a tight fit. A second laXer of Polyst1e shall be • • • applied over the underlayment. •• • • • • • . •.• ••• • GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. 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 S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS 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 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 MIAMI•DADE COUNTY APPROVED Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. .... 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies: thq trlaximumncTof slope shall be as follows: (See Table Below) .... • .• Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro Polystick TU Max Polys''t1elt• • MTS•111•u:s . . System (E3) . MTSPTus wit!) • re plus • . • Flat Tile Prohibited 4:12 6:12 6:12 5: t2 • . • . • . . •6:12 • • • without battens • • . ' Profiled Prohibited 4:12 6:12 6:12 • 4: j2 • • • • • • •6?12 . • • Tile without battens • • . • : .. . .. • • The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. POL`rSTICKTU Plus MIAMIDADE COUNTY APPROVED (6 Max. Per Stack) 12 . ••. . •.' •.. • • • • ••• . NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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, wield uplift resistunoe, and firms... .. . . testing results. • • . •. • . . POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTIQ{fMB$AE�S .... .... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIfIG APPI IGtf LONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMNIPATIONSI, • . . . • • • • • 1. Polyglass does accept the direct application of Polystick underlayment membranes to, voQd decks: Yns%allers are . cautioned to refer to applicable local building codes prior to direct deck installation tothsufe this,i :Cgptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 5/8" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #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 6 '/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. MIAMEDADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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•Tec1 nical 5 .er: oias Department at 1 (800) 894-4563. ' • •'• 14. Polyglass recommends that applicators follow good roofing practices and applicable p'roc:dures as' btitlined by' the National Roofing Contractors Association (NRCA). • • . .... •.... • . •• • ........ PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPE:e•1e•i •AFFI CATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMIWADATIONS.. . END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED . • . .. .. . • • • .• • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44t' Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.2ov/economv SCOPE:• ••••••• •• This NOA is being issued under the applicable rules and regulations governing the use of 2 nsfruction Of t&ia's. The • documentation submitted has been reviewed and accepted by Miami -Dade County RER-Prodetct Conti -Or Section VIM • • •used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictigd (AHJ)..... • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product t i rol Seet13d'. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve Aelight to 1:14/e Ikis product. or material tested for quality assurance purposes. If this product or material fails to perfornasin.the accepted manner, thg• manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or.suspend thQawe:. 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 fall'§to'meetthe j-equirentents • of the applicable building code. • • ' This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The 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. MIAMIDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive 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 Ropfifig. Application Standard RAS 127. For use with approved flat, low, and high profile roof tile s•yi aam: usingItt? Adhesives Polyset® AH-160. • PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions ICP Adhesives N/A Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 Test Specifications TAS 101 • • . • . .... .... Product J s riptipn .. . • • • • ..• ...... • • . • Two component pglyurrethane foam adhesive. • . . Dispensing Equipment' • Dispensing Equipment . . . PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ft2 ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 • • Miles Laboratories NB-589-631 ASTM D 1623 • : 021Q1/.94 • • • Polymers Division • . • • • Ramtech Laboratories, Inc. 9637-92 ASTM E 108 •"". ,(JV/SO(93 • •... .... • Southwest Research Institute 01-6743-011 ASTM E 108 .. •.. • ').):/��f94 • 01-6739-062b[1] ASTM E 84 01/16/95 •• Trinity Engineering 7050.02.96-1 TAS 114 •• •• ••0%14/�96 • P36700.04.12 ASTM D 1623 .04/.11$(12 • • P39740.02.12 TAS 101 Q2/2'1/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIAMI DADE COUNTY APPROVED NOA No.: 17-0322.03 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 tile assembly NOA. • • • • • 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance Vitllijoofingietpplication Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and 1 fainfenance Intlet. •• 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed'ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applic otsttithe aiplxmi....ty having . jurisdiction. .... • •• 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is.requifed befcY-g.aeplicatY.ln of any adhesive. The mix ratio between the "A" component and the "B" component limit in maintained between.' 1.0-1.15 (A): 1.0 (B). • . •• 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenshi;RT:1000 gx.IQP • • • Adhesives ProPack® 30 & 100 dispensing equipment only. '• 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration 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 Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches N•. Low Profile #2 12-14 sq. inches •• •• •• • • 30• • • ... High Profile #2 17-19 sq. inches • .. • •... . 3D. .. • , Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at• head of tile 9-11 sq. inches at • overlap •' • 12 grams oor paddy; . •, • • .... •••• ...i .. • . . . • . .... Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal „•„j edge) 20-25 sq. inches each : bead • • 7 grams per bead' • •' • • . • •.•. a.. • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches .. • 34 grai%s.der pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. NIAMFOADE COUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 MIAMI-DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 1 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 closest to the overlock of the tile being set. .... 2. Continue in same manner. Insure apilrim Itely J, , • • (109.7 cm2) — 23 (148.4 cprp2) square inch adhesive • • contact with the underside of the tiler • • • • .... . . .... .... • • •••• • .• • • • • • ••• •• • • • Medium Profile / Double Pan Ttle •••• • • • • •• • 1. Starting at the eave course, apply a mii in'ium 2"• (50.8 mm) x 10" (254 mm) x 1" (25.1 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. • • • • • 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 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 paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 . ADHESIVE PLACEMENT DETAIL # 2 N U through plasmic corneae (when required), Nail trough plastic vnmeM {when required! Eau* Cauru. MIAMI-DADE COUNTY APPROVED Paddy{beneath7lIt) Ears thous* Fetid* 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 tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive cpt1R2t!twith the underside of the tile. • • . ..• . •... • •• 2. At the second course, appl}c a birtimum 2" £50.8mmD • x 7" (177.8 mm) x 1" (25.4 rn(x4 foam paddy onto tat • • •; underlayment positioned as shown under+tha • strengthening rib closest to t?i . l� erlocojthg tile • being set. • • • • •• • • . 3. Continue in same manner. Insure appraiMately 10: (64.5 cm2) - 12 (77.4 cm2) sgtiara inch adhesive • contact with the underside of the tile. . • • . • Medium Profile / Double 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 paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the 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) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 • • ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) MIAMI-DADE COUNTY APPROVED 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 paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109:; i m2) — 23 (148.4 cm2) square inch &dheSive conttttst with the underside of the tile. •• •••• • •• • 2. At the second course, apply ai inimum 2; iP.8mm:)• • • •: x 7" (177.8 mm) x 1" (25.4•itneri) Foam paddy onto t1�� • • • • underlayment positioned as•Stoevr under thinan ' • portion of the tile closest to'thd' 8verlock•l the tile being set. • •• • • • • • • 3. Continue in same manner. Imsdre'approj nately 17 (109.7 cm2) - 19 (122.6 cm2) square inch atlb8sive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 • ADHESIVE PLACEMENT DETAIL # 3 Flat/Low Profile The Medium Profllento MIAMI-DADE COUNTY APPROVED 1.. On the eave 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 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 approximately 4" (101.6 mm) up from tiw eave edge free of foam to pre Arntthe expal#l,Jdhesiye• • • • from blocking the weep heles. •Insure • • • . . • approximately 17-23 in2 T1'T--148.4 tYr12) of adhesive contact with the un'd'efside of tlfe tile • • • • • • • • • • • • • • • • • • • • • • • •• • • • 2. Apply a 4" (101.6 mm) x4'.(.1131.6 rf1)441" (25.4•••, mm) foam paddy onto tlia erdi rlaymentjust below . • the second course line pasitiorted focraddy under the strengtheningxib for.flat tile, or under fig.. pan portion of the tile, closest to the arndellock fdr • the second course tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) HIgh Profile Tile MIAMI•DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2 squire inch :ni ive contact with the undersicre.pf the tile at vai gverlap and 7 (45.2 cm2) - 9 (58.4.9:).square.i h adhesive contact with the tmelerside of the tile at . the head of the tile. Contlilti814 same tttaier. • •..• • • • • • •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • . •• • • • •• • • • • • • •• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL Two PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. In contact with the pan tile. 2) Tum covers upside down. Place adhesive In to 1 in. from outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment Eave dosure (motar shown) W.ephoi• Fasda Board Steep pltch applications when required) Sheathing Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI-DADE COUNTY APPROVED Two Piece Barrel (Cap and 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 paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking untileadhesive hatAilence to • • • cure. •• • •••• • •••• 2. Continue in same mani'i24i'ifiging tworpan courses up toward the lime. insure. • • • • • • approximately 65 (419+Lgn.) — 70 (,176 cm2) . • • • • • • • square inch adhesive cpAt•with tioli}clerside of the pan tile. • • • • • • • 3. Turn covers upside dopvn elposing+the underside • of the tile. Apply a minin'luni 1" (25'4,rApi) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 • • •