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RF-17-1692 e 8 P tl' € 3 i 1� to �4 F 1 � { 1 1 I Permit NO F� 6-17-1692 Miami Shores VillagePerPermit Type:Roof 10050 N.E.2nd Avenue NE ' Work Classification:Tile Miami Shores,FL 33138-0000 Permit States:APPROVED a�-- ,.• Phone: (305)795-2204 �ORiDII' Issue nate:7/5/2017 Fxpiration: 0'/0112018 Project Address Parcel Number Applicant 1450 NE 103 Street 1132050310040 Miami Shores, FL 33138-2626 Block: Lot: VIKTORINEX, LLC Owner Information Address Phone Cell VIKTORINEX, LLC 1931 CORDOVA RD Road (305)647-6486 FT. LAUDERDALE FL Contractor(s) Phone Cell Phone Valuation: $ 16,000.00 TOP SEAL SERVICES CORP (305)754-7844 - Total Sq Feet: 3700 Type of Work:Re Roof Available Inspections: Additional Info:NEW CONSTRUCTION ROOF Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap i Final Roof t Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.60 DBPR Fee Invoice# RF-6-17-64442 $4.88 07/05/20 DCA Fee $4.88 17 Check#: 1086 $322.36 $50.00 Education Surcharge $3.20 06/29/2017 Credit Card $50.00 $0.00 Permit Fee-New Roof $325.00 Scanning Fee $12.00 Technology Fee $12.80 Total: $372.36 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. July 05, 2017 s Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 05, 2017 1 s' A-1 CONSULTING ENGINEERS, INC. ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE CONSULTING IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE ENGINEERS, INC. TAS No. 106 "�/ _ UP LIFT TEST EXPERTS &INSPECTORS SITE SPECIFIC INFORMATION Owner's Name: V/ K f. 0 lN CSC zL Permit#JobAddress � Roofing Contractor: P Type of Tile: Dm/ 1',6 f. �%l�,< Date installed: e!�Z -2-Y ?�1� Approximate Roof Height: feet Roof Pitch: Type of Access to Roof: _Scaffolds Ladder t Other Approximate Square Footage of Roof: O d v ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: 672-- Z`Z ;Zoql�-g r24 UPLIFT PULL TEST ST LOCATIO UPLIFT PULL TEST ST LOCA UPLIFT PULL TEST ST LOCA UPLIFT PULL TEST ST LOCATIO UPLIFT PULL TEST ST LOCA UPLIFT PULL TEST LOCA UPLIFT PULL TEST 26 51 76 101 126 27 52 77 102 127 28 53 78 103 128 29 54 79 104 3 129 5 30 55 80 105 '+ 130 6 31 56 81 106 131 7 32 57 82 107 a 132 8 33 58 82,1 108 133 9 34 59 84 34 10 35 60011'2 135 11 36 61 86 36 12 37 62 87 T,- 137 13 38 63 88 A 041t*7VIef 1 14 39 64 89 ftn' IV r a 15 40 65 190 115 140 16 41 66 91 04 .057 141 17 42 67 92 11 142 18 43 68 93 118 143 19 44 69 94 119 144 20 45 70 95 120 145 21 46 71 96 121 146 22 47 72 97 122 147 23 48 73 98 123 148 24 49 74 99 124 149 25 50 75 1 100 125 150 IN ACCORDANCE WITH TACRITERIAOF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROLTEST. THISTAS 106TEST H N PERFORMED IN FULLACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY,WITH NO DEVIATIONS. THIS REPORT SU ED BY. Josib A.Martine P.E.#0315 Lab. tion # 17-0203.01 Renews:12-0228.21 4383 S.W. 70th Ct. Miami, Florida 33155 English: (305)665-3664• Espanol: (305)498-9804 Fax: (305)740-9550 - Email: a1 consulting5@aol.com' A-Y CONSULTING ENGINEERS INC. ROOF STUCTURES CONSULTING UPLIFT TEST EXPERTS LAB. CERTIRCATION o.01-12.24-5 4353 SW 70 CT,.MIAff FL. 33155 TEL.305-740-9550 FAX.305-740-9550 Owner's name: VIKTOINEX LLC Permit#: I;F-6-17-1692. Job address: 1450 NE 103 ST MIAMI SHORES FL Roofing contractor: TOP SEAL SERVICES Type of We: BORAL FLAT Date installed: 02/24/2018 Approximate roof height: 16 feet Roof pitch: 3/12 Tipe of access to roof: Scaffold: Ladder: Other: Approximate square footage of'roof: 40,00 ft2 Required testing force: 35 lbs Date tested: 02/2.7/2018 Number of tests: 84 SKETCH OF ROOF 38 37 36 33 58 31 35 34 51 84 34 24 23 22 21 20 19 32 54 18 17 16 15 14 13\ 31 52 59 12 li 10 9 7 55 5 4 3 2 1 47 53 60 67 66 65 44 64 63 43, 56 72 71 70 69 68 45 83. yso 57 77 76 .75 74 73 49 46 $2 $1 79 76 43 62 Eeviced: ASH : 02/27/2018 Miami Shores Village RECFTV]ED J 2 9 2017 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC20 y BUILDING Master Permit No. R C _ PERMIT APPLICATION Sub Permit No.—;ZF I__;I- 6<:� ❑BUILDING ❑ ELECTRIC §g ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r_jPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP /� CONTRACTOR DRAWINGS JOB ADDRESS: 14SS6 � f L'�3� City: lMiami Shores County: Miami Dade Zip: Folio/Parcel#: 1�- 3ZD5 ��� -Dn�� is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: r ' OWNER:Name(Fee Simple Titleholder): W V27yo l Phone#: Address: (2L-F4- City:-1-Dc2�( 1-L�C��C9�-�C-'E. State: Vii— Zip: Tenant/Lessee Name: Phone#: Email: 5�? szG Ota 46 CONTRACTOR:Company Name: Iyp 5 EA 5("V\_)C C C-'� . Phone#: 3� 0 32 -to Address: City: IN VI-V IC Stater L Zip: Z`7 Qualifier Name: r_-A - Phone#:_—zQ5- 3Z`rQ State Certification or Registration#: CCG X330 1 9 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: J Value of Work for this Permit:$ LC> �20 C Square/Linear Footage of Work: -2> j�C© Type of Work: ❑ Addition ❑ Alteration f�z New ❑ Repair/Replace ❑ Demolition i Description of Work: Specify color of color thru tile: Ci�-tlA 62-CCAL �afZ +(cO--c Submittal Fee$ Permit Fee$ • CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ cT (Revised02/24/2014) i �r i Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip i 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 commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. l e sence of such posted notice, the inspection will not be approved and a reinspe on fee will be charged. ( 1AAA, Signature Signature OWNER or AGENT CON CT OR The foregoing instrument was acknowledged before me this The foregoing instru ent was acknowledged before me this _IOU, -day of!k 20 J by py day of 20 \� by HkVC!DVN w((ho is personally known to 1(n Ck-, (y_L'Qb(Q----A ,who is personally known to me or who has producedbas me or who has produced as identificati a who did take an oath. identification and who NOTARY P BLIC• NOTARY PUB Sign., Sign: Print: Print:Print: _..0 � Seal: �`:"•�:;8�� ELYIRALOPEZ Seal: ; .►t�E' ICHAEL MARTINEZ * * W COMMISSION t FF 072394 MY COMMISSION#GG041319 EXPIRES:March 21,20 EXPIRES October 24,2020 Nj'reand�`� Bmd�CThuBudgetNolary APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) i x 1 1 � 'ACn CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 06/19/2017 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(les)must have ADDITIONAL INSURED provisions or 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 CONTACT EDWARD DOPAZO NAME: Emperor Insurance PHONE (305)253-5343 FA Nol: (305)253-6169 12928 SW 133 CT noDRle : edopazo@emperorinsurance.com INSURERS AFFORDING COVERAGE NAIC 0 Miami FL 33183 INSURER A: EVANSTON INSURANCE COMPANY INSURED INSURER 8: Top Seal Services Corp. INSURER C: 5025 SW 75TH ST INSURER D: INSURER E: MIAMI FL 33143 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AD L SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE-T5 RERTffff__. CLAIMS-MADE 1-1 OCCUR PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 A' 3CO7108 05/05/2017 05/05/2018 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑PRO- F-]JECT LOC PRODUCTS-COMPIOP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ _(Ea acciomt)_ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per acc nt $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION S $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILrrY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 1 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If es,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Roofing,install new roof and repairs CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE BUILDING DEPT. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 AVENUE MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTATIVE I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Property Search Application - Miami-Dade County Page 1 of 1 "mi"T 0`7 mmHE PRO PkERT"YAPPRAISE'R ,,ate K Summary Report Generated On:6/20/2017 Property Information Folio: 11-3205-031-0040 - =$ 1450 NE 103 ST - ; Property Address: Miami Shores,FL 33138-2626 x c Owner VIKTORINEX LLC 7M Mailing Address 1931 CORDOVE RD STE 188 FORT LAUDERDALE,FL 33316 USA PA Primary Zone 1300 SGL FAMILY-2801-3000 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths I Half 4/4/0 Floors Living Units 1 *. c" Actual Area 4,442 Sq.Ft IT0 .. Living Area 3,145 Sq.Ft Adjusted Area 3,519 Sq.Ft Taxable Value Information Lot Size 29,086.95 Sq.Ft Year Built 1958 2017 2016 2015 County Assessment Information Exemption Value $0 $0 $50,000 Year 2017 2016 2015 Taxable Value $1,972,026 $1,991,946 $1,468,022 Land Value $1,599,828 $1,599,828 $1,352,625 School Board Building Value $369,495 $369,495 $369,495 Exemption Value $0 1 $0 $25,000 XF Value $22,567 $22,623 $17,010 Taxable Value $1,991,890 $1,991,946 $1,493,022 Market Value $1,991,890 $1,991,946 $1,739,130 City Assessed Value $1,972,026 $1,991,946 $1,518,022 Exemption Value $0 $0 $50,000 Taxable Value $1,972,026 $1,991,9461 $1,468,022 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $0 $0 $50,000 Save Our Homes Assessment Taxable Value $1,972,026 $1,991,946 $1,468,022 Capt Reduction $221,108 Non-Homestead Cap Assessment $19,864 Sales Information Reduction Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 03/17/2015 $2,275,000 29565-4731 Qual by exam of deed Second Homestead Exemption $25,000 01/01/2007 $1,900,000 25294-2627 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, 05/01/1971 $115,000 00000-00000 Sales which are qualified School Board,City,Regional). Short Legal Description REPLAT OF TR C MIAMI SHORES BAY PARK ESTS PB 64-97 LOTS 13&14 BLK 5 LOT SIZE IRREGULAR COC 25294-2627 01 2007 1 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 hfp://www.miamidade.gov/info/disclaimer.asp t http://www.miamidade.gov/propertysearch/ 6/20/2017 Detail by Entity Name Page•1 of 2 . 71 Florida Deoa}tment of State CORPORATiCINS I Org1 Department of State / Division of Corporations / Search Records / Detail By Document Number/ Detail by Entity Name Florida Limited Liability Company VIKTORINEX, LLC Filing Information Document Number L06000056621 FEI/EIN Number NONE Date Filed 05/30/2006 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 03/07/2016 t Event Effective Date NONE Principal Address 6538 COLLINS AVE,#242 MIAMI BEACH, FL 33141 Changed: 04/14/2017 Mailing Address 6538 COLLINS AVE,#242 MIAMI BEACH, FL 33141 Changed:04/14/2017 Registered Agent Name&Address MIROVA, PETRA 1931 Cordova Road Suite 188 Fort Lauderdale, FL 33316 Name Changed: 04/17/2015 Address Changed: 04/30/2014 Authorized Person(s)Detail t Name&Address t Title MGRM MIROVA, PETRA http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/20/2017 Detail by Entity Name Page 2 of 2 1931 Cordova Road a Suite 188 Fort Lauderdale, FL 33316 t Title Authorized Member I Mir,Cedric 1931 Cordova Road Suite 188 f Fort Lauderdale, FL 33316 Annual Reports Report Year Filed Date 2015 04/17/2015 2016 04/20/2016 2017 02/13/2017 Document Images 02:113;2017--ANNUAL REPORT View image in PDF forrnat 04/20,'2010--ANNUAL REPORT View image in PDF format 3J37!2ptf._-.-,,I:G_t\meri{irrieni VimimageinPD1 tbrmat 04/172015--ANNUAL REPORT View irnage in PDF format 04/30/2014--ANNUAL.REPORT View image in PDF format 04.121,2013--ANNUAL REPORT View image in PDF format 04/09!2012--,ANNUAL REPORT View irnage m PDF format fiANL!(at;,,RFP,QRT, View image in PDF t'nrmat 05/08/2010--ANNUAL REPORT View irnage m PDF f 04/30/2009--ANNUM..REPORT View image m PDF format t 05/07/2008--ANNUAL REPORT View image in PDF forrnat 1 I 07124/2007--.ANNUAL REPORI F View image in PDF format �7/D7t2.Q()f,,,:.-_I;;C_Anencir�2ent View image in PDF t'omiaf 05130/2006--Florida Limited Liability Vie.irnage in PDF format Fl�rlca f.:e;.arf'nnr;1:of 5:ale,C:.I•,i Sic:l o�C�i:ar:irn> http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/20/2017 15�oREsy, Miami Shores Village soon P- ,,,,,l 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, FI 33138 Re: Owner'sName: I i��Tc7�in�irk LLc- Property Address: 620 NF kgs YT- Roofing Permit Number: Dear Building Official: I 'P� M�Mvr'- certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential Structure as adopted byy lorida Building Commission by Rule 9B-3.047 F.A.C. <- . �4tkaqk Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, depos s nd says that heInis the owner for the above property mentioned. Sworn to and subscribed before me this ay o 2014- Notary Public, Sate of Florida at Large ELVMWPEZ (SEAL) " . r MY COMIAiSSION 1 FF 072394 EXPIRES:Ash 21,2018 �°��r`Q BandeE lAru BudgetNolary Euvkes FINAL COMPLIANCE Revised on 5/21/2009 Department of Regulatory and Economic Resources Product Control Section MIAMI-Dr4l3E 11805 S.W.26 Street(coral Way)•Room 208 Miami,Florida 33175-2474 T 786-315-2590 F 786-315-2599 miamldade.gov MEMO, TO: All Building Officials in Miami-Dade County FROM: Michael L. Goolsby,Division Director Board and Code Administration Divisio DATE: March 15,2016 SUBJECT: Electrogalvanized Roofing Fastener Listing Removals 11-1019.02& 11-1019.03 Bluelinx Corporation 12-0423.06 Continental Materials,Inc. 15-112304 PrimeSource Building Products,Inc. 13-0530.01 Specialty Fastening System 12-0423.03 & 12-0423.04 Summit Conglomerate,LLC 12-1205.11, 12-1205:13 & 13-0514.05 Weatherpro,LLC 15-04230.01 Direct Metals,Inc. 15-0218.12 Hargis Industries,Inc. 15-0818.19 OMG,Inc. This is to inform you that effective April 1, 2016 the referenced Miami Dade County electrogalvanized fastener listings are suspended. The suspension is due to the results of research conducted by the University of Florida, where randomly selected electrogalvanized roofing nails from different distributors including some approved by Miami Dade County were tested for corrosion per TAS 114 Appendix E. The results of the tests showed that none of the tested electrogalvanized nails sampled from current supplies in the market pass the test. An action plan to reinstate the listings is underway,which requires independent selection of the test samples and testing to prove compliance with TAS 114 Appendix E. Upon confirmation, the listing will be reinstated. If you have any questions or need additional information, please contact Americo Segura, M.S., Quality Assurance Unit Supervisor at 786-315-2594. F Thank you for your attention on this matter. '•':.3 ASO45 JUN 2 9 2017 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES , •� 817 MIAMI SHORES VILLAGE Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form. i 1 Section A(General Information) 1 Master Permit No. 1�516 Process No. 1 Contractor's Name_ �P c-= � L-_ �F Q- I, 1 Job Address I �,4 t=- CT3 1 ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE O(New roof O Repair ❑ Maintenance ❑ Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION 1 I Low Slope Roof Area(SF) R. Steep Sloped Roof AREASSF 3 1 ( )�� Total(SF)��� 1 1 Section IS(Roof Plan) Sketch Roof Plan:Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains.Include dimen- 1 sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1 �t^,c`—�Vit✓f�•7 1 1 1 1 1 1 1 — 1 t 1 1 1 1 1 ' 1 1 A PR V D '" 1 1 1 i BLDG DEPT ■ SUB,IFCT TO COMPLIANCE WITH ALL FEDERAL FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) STnTE AND COUNTY RULES AND REGULATIONS 37 Copyright to,or licensed by,ICC(ALL RIGHTS ;aocesse by Ellezer Palacio on Jun 8,2015 10:32:12 AM pursuant to Liconse Agreement.No further reproductions authorized. I f ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone UniformlPermit Application Form 1 1 Section D(Steep Sloped Roof System) , i Roof System Manufacturer: `V�dtZ.-A Notice of Acceptance Number. Minimum Design Wind Pressures,If Applicable(From RAS 127 or aiculations): rr 1 P1:�_ P1:_('c � P1: 1 1 Deck Type: J, 1 Type Underlayment: L � 1 Roof Slope: � 12 Insulation: 1 Fre Barrier: 1 I � Rid a Ve I tion? y 1 9 j Fastener Type&Spacing: Q l� S�t��� 1 Adhesive Type: �; 04C�D ' 1 I 1 Type Cap Sheet: SOL G' S —`U � 1 t i Mean Roof Height: Roof Covering: i3t (W04-4--, . . —, 1 Type&Size Drip '3 s�3'1_CC� 1 Edge: 1 i s I FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 1 15.39 Copyright to,or licensed by,CCC(ALL RIGHTS RESERVED);accessed by Etiezer Palacio on Jun 8,2015 10.32:12 AM pursuant to License t Agreement,No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. i , 1 1 Section E(Tile Calculations) o For Moment based the systems,choose either Method 1 or 2.Compare the values for M,with the values from Mt. If the M,values are greater than or equal to the M,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: kx 367= i V_Mg:1.'S'D=Mr,"I Product Approval Mt 1 (P2:,fA�x), A = �- `S'Mg.�U=M,j�AI-,Product Approval Mt "� •3 1 (P3AceJx% 3V _• -Mg; M,2-4,2ZProduct Approval M, _ 1 Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval M, 1 Mr required Moment Resistance* Mean Roof Height 15. 20' Roof Slope 251 30' 40' 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 I 5:12 28.4 30.1 31.6 32.8 34.9 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 Appeals. For Uplift based tile systems use Method 3.Compared the values for F'with the values for Fr. If the Fvalues are greater than or 1 equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. 1 Method 3"Uplift Based Tile Calculations Per RAS 127" (P1: x L =-x w:__)_W:_x cos 6_=Fr, Product Approval F' 1 (P2:_xL_- xw:=_)-W: xcos 6_=F,_ Product Approval F 1 (P3:_x L_= x w:__�-W:-x cos 8_=Fra Product Approval F 1 Where to Obtain Information 1 Description Symbol Where to find Design Pressure P1 or P2 or P3 I RAS 127 Table 1 or by an engineering analysis pre-- t pared by PE based on ASCE 7 Mean Roof Height H j Job Site Roof Slope 8 I Job Site Aerodynamic Multiplier 7l j Product Approval Restoring Moment due to Gravity Me Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M Calculated e 1 Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W 1 Tile Dimensions Product Approval L =length W=width Product Approval All calculations must be submitted to the building official at the time of permit application. 1 15.40 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) 8 t ' I I i Copyright to,or licensed by,ICC ALL RIGHTS RESERVED);accessed by Mazer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. ; t MIAMF ® 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/economv Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 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 NOA renews NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MwrtFt�r►ne ,UNTY NOA No.: 16-0711.05 1 o ot l-1 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 I 1 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Tyne: Wood F 1. SCOPE F This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. t For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-5/32" batten,mortar set or adhesive set applications. Saxony 900 Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Split Shake Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete roof Width:varies pieces for use at hips,ridges and rakes. varying thickness NOA No.: 16-0711.05 MAMM►pe COUNTY Expiration Date: 04/26/22 �� Approval Date: 09/29/16 Page 2 of 8 i 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test'Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Battens) t The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering,Inc. (1 Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering,Inc. (1 Quik-Drive Screw,Battens) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 1 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II&III TAS 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Atlanta Testing& R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering,Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4&5 December 1996 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.: 16-0711.05 CM11AMMADEC=0 Expiration Date: 04/26/22 ..-� Approval Date: 09/29/16 Page 3 of 8 t � I ' 1 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. J 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake& Split Shake)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 (1 x w) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w(ft) Saxony 900 10.9 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers -X(ft3) Tile X (ft3) (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake &Split Shake Table 3: Restoring Moments due to Gravity-M9 (ft-lbf) Tile 218:12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake & Deck Deck Deck Deck Split Shake L 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 1 6.95 NOA No.: 16-0711.05 MIAMMADE COUNTY , Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 I Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail (Eave 19.0 19.0 22.1 Clip) 2-10d Smooth or Screw Shank Nails (Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails (Eave 31.9 31.9 32.2 Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Paddy Adhesive Set Systems i Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.32&3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBondT one-component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset(&AH-160 two-component foam,minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset(&AH-160 118.94 Two-component foam 40.45 3 Large paddy placement of 45 grams of Polyset®AH-160. 4 Medium paddy placement of 24 grams of Polyset®AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 5 Tile-rite Roof Tile Mortar NOA No.: 16-0711.05 MIAMMQADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami-Dade County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES(LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NAIL HOLES a Y 1-5/32"(Slate) 17 " F. COVERLOCK 13 " UNDERLOCK SAXONY 900-SLATE NOA No.: 16-0711.05 MIAhiFDJ►DE CouNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 t PROFILE DRAWINGS NAIL HOLES P ' 1-9/32"(Shake) 17 13 , Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE i CMIMAMMADMIAMFD�ADE COUNTY NOA No.: 16-0711.05 •• . Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 r r PROFILE DRAWINGS 4 NAIL HOLES 1-9/32"(Shake) 17 " 13 " SAXONY 900-SHAKE END OF THIS ACCEPTANCE ��MIAM4WIDE COUNTY ENOA No.: 16-0711.05 , ,� Expiration Date: 04/26/22 Approval bate: 09/29/16 Page 8 of 8 4 MIAM Emin MIAMI-DADE COUNTY PRODUCT CONTROL SECTION r 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.¢ov/economv Polyglass USA Inc. 1111 W.Newport Center Drive Deerfield Beach,FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.14-0717.08 and consists of pages I through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. AYA— NOA No.: 15-0410.04 EC 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 3'33/8" 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. Polystick Tile 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 metal Location#2 roofing and roof tile underlayment. Polystick TU Max 65'8"x 3'3-3/8" TAS 103 and A rubberized asphalt self-adhering,polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location#1 &#2 underlayment. Polystick TU P 32'10"x 3'3 3/8" TAS 103 and A rubberized asphalt waterproofing membrane,glass- Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced,with a granular surface Location#2 designed for use as a tile roof underlayment. Polystick TU Plus 65'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane.Designed as a metal Manufacturing roofing and roof tile underlayment. Location#1 &#2 Polystick MTS 65'8"x 3'33/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus 65'8"x 3'33/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. t Elastoflex S6 G 32'10"x 3'3-%" 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. i NOA No.: 15-0410.04 ®= Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 2 of 8 r I MANUFACTURING PLANTS: L Hazelton, PA 2. Winter Haven,FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-RI 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 D1'623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103&TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970&TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX201­17A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23138B TAS 103/ASTM D4798&G155 02/18/10 DX231)8A TAS 103/ASTM D4798&G155 02/18/10 LABELING: 4 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. MIAMMADECOUNTY 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. CMV0MVIE=CMPffY NOA No.: 15-0410.04 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 II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS or Polystick MTS Plus,self-adhered. Surfacing: See General Limitations Below. F Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied Surfacing: 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: See General Limitations Below. NOA No.: 15-0410.04 rsarul Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked 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-'/2"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick 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. Ex osure 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 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 5 of 8 f • I " 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 tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro,Polystick TU Max,Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for(direct-to-deck)tile assemblies,the maximum roof slope shall be as follows:(See Table Below) Tile Profile Polystick MTS Elastoflex Polystick TU Plus,TU P, Polystick Polystick ` S6 G Tile Pro,Dual Pro TU Max MTS Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 without battens Profiled Tile Prohibited 4:12 6:12 6:12 4:12 without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required,they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles—for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tl les —- _ . -- —___--------------_._.- - - __ (6 Max Per Stack) CL 12 _o N g � s5. N r to Roof Deck prepared with POLMCKTU Plus NOA No.: 15-0410.04 PRAPOMADE 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. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1 %"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 7712"or greater. It is suggested that on pitch/slopes in excess of 6 '/a"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is 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 PRAPIMRM c Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 7 of 8 I 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(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 15-0410.04 INIGAiMN310 RMUMMExpiration Date: 09/13/21 Approval Date: 08/11/16 Page 8 of 8 i c MMIAMI-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)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv ICP Adhesives and Sealants,Inc. 12505 NW 44"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 suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polysee 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. f 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. r This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 Mu►r�i•awe eouNrir 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 foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30& 100 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: Proper Test Results Density ASTM D 1622 1.6lbs./ft.' t Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 M AMEM oe Courrrir Expiration Date: 05/10/22 Approval Date:04/27/17 Page 2 of 11 E I I d EVIDENCE SUBMITTED: Test Aeeney Test Identifier Test Name/Reaort 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 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 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. 4 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 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 IAMMADE COuN7Y Expiration Date: 05/10/22 Approval Date:04/27/17 Page 3 of 11 l 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. TCP Adhesives Polyset®AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset®AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15 (A): 1.0(B). 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPack®30& 100 dispensing equipment only. 7. ICP Adhesives Polyset®AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 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. k NOA No.: 17-0322.03 Mu►r�Eoaoe couNrr 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 Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq. inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: a 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. Mem COUNTY R BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. { a NOA No.: 17-0322.03 MIAMI•osAD;COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 wmn,raa,plapllaadcc.nant wddyMarraatnrdar Flat/Low Profile Tile dneae roguiro d► 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam j paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock t01rt �� of the tile being set. ea#o.rrr opGramal � 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. ►Oir. In facclr Eaw*Ckwr* Nall throrayh prastk cement Medium Profile/ Double Pan Tile Iwtwn"IreO 1 p.day�a.�•nc�m.� 1. Starting at the eave course,apply a minimum 2" u+warrn.yra.,e (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. io 2 In.wrn.x !� ldo aanenaap�laa,al 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. p.-Eaw claara C&MCOUr" Fascia No INroUO I ole High Profile/Single Pan Tile (WAOnraqu0aadf X81 CRanr+uhTlluF f 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 toin.rl under the pan portion of the tile closest to the _In.`"w° overlock of the tile being set. �. r Damn: . 2. Continue in same manner. Insure approximately 17 °p"ena° (109.7 cm2)—23 (148.4 cm2)square inch adhesive j� contact with the underside of the tile. it can fauna r Hada WeepFwta 1p In. Jn. dmum OHpedga i NOA No.: 17-0322.03 Mu>uMI•�e eouNrr Expiration Date: 05/10/22 Approval Date:04/27/17 Page 6 of 11 r ADHESIVE PLACEMENT DETAIL#2 MlctrmNu vaaeyia .�nl+ � 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 j onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of 2 in the tile being set. Insure approximately 17,(109.7 cm2) 23 (148.4 cm2)square inch adhesive contact with the E mccanr underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) 1011 •Faso, x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the �" underlayment positioned as shown under the two flown strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm2)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. "I through plasticoement Medium Profile/Double Pan Tile fwbenrequiredl Paddy ibanemh T110 1. Starting at the eave course,apply a minimum 2"(50.8 nt mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the I pan portion of the tile closest to the overlock of the + the being set.Insure approximately 17(109.7 cm2)— 2b. ` 23 (148.4 cm2)square inch adhesive contact with the Bettene optiortai 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 tvrcaurs. Foods portion of the tile closest to the overlock of the tile being set. k ' 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) I NOA No.: 17-0322.03 CMAMADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 7 of 11 + ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) N&H dMough pus*ce ►•dex la•MwhTi�a High Profile/Single Pan Tile jrdim rsryulrod) �rldM 'jN1Mh1 a 1. Starting at the eave course,apply a minimum 2"(50.8 4 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)— 223 (148.4 cm2)square inch adhesive contact with the ee.�•oci•a•� underside of the tile. a 2. At the second course,apply a minimum 2"(50.8mm) Esve Carnse •u;• x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the wbsoa* underlayment positioned as shown under the pan lain, :r.. SOV&SWe portion of the tile closest to the overlock of the tile grip•ay being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 M"MDiAD'CCQNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 mail duoughpludcoementPadd�r(beimeentHeg m*nrewira l) 1. On the eave course only,apply a minimum 2" (50.8 ftnensaptionai ° mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown,under singiepa" the strengthening rib for flat tile or under the pan ontopattae portion of the tile for low or high profile tile closest 4x4In. to the Overlock of the tile being set.Leave P� approximately 4"(10 1.6 mm)up from the eave spm `� edge free of foam to prevent the expanded adhesive 2X In. from blocking the weep holes. Insure ° approximately 17-23 int(109.7-148.4 cm2)of eb� �yadhesive contact with the underside of the tile 2i, 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just below Flat/LowProtUeTile the second course line positioned foam paddy under the strengthening rib for flat tile,,or under the Nailthromppiawccernent Single pWdy underde pan portion of the tile,closest to the underlock for (when requFedJ paaaY(between Wes) the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive I Battens paAdYtundert0e► contact with the underside of the tile. i (Instructions continued on next page) S��e :4 in. uderlaPa 21o. Eave Gesure Ewe Caurse Fascia Medium ProtlleTile 1 NOA No.: 17-0322.03 MuAMFDnne courm Expiration Date: 05/10/22 Approval Date:04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3(CONTINUED) Nag through pimfic Sime pa ft under die (whenrequirect 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x3/4" vaddrireiesi (19 mm)paddy on top of the eave course tile Banens PaddYfui+dertgel 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 4X In. 9(58.1 cm2)- 11 (71 cm2)square inch adhesive 2s4in. contact with the underside of the the at the overlap 5ad#an and 7(45.2 cm2)-9(58.1 cm2)square inch tw of to adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Wee*heie Eaw dome loin tin. eecip lM High profile Tile r NOA No.: 17-0322.03 MIAMJAPPROVEDI- -A COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1)Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications1. Starting at the Gave course,apply a minimum 2"tions in contact with the pan tile. when required) (50.8 mm)x 10„(254 mm)x 1„(25.4 mm)foam 2►Turn coven upside down.Place adhesive in paddy onto the underlayment positioned as tot in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 2Ssq.ln.contactarea. tiles from rocking until adhesive has a chance to Iunderlaymentcure. 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 closure (motershown) 3. Turn covers upside down exposing the underside Weephole Fascia Board of the tile.Apply a minimum 1”(25.4 mm)x 10” (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover tiie.Abuttosecond course of edge of each side of the cover tile. Leave pantiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course.Insure a minimum of 20(129 cm2)-25 (161.3 cm2)square inch contact area on each side of the covee 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. E END OF THIS ACCEPTANCE NOA No.: 17-0322.03 MIAMI-DAD;COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 11 of 11 E