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RF-17-205 tm -205 Miami Shores Village i � 10050 N.E.2nd Avenue NE £ W#dCf�ssrrtt� tide/i~lat '•" Miami Shores,FL 33138-0000 n" P Stati APPIt �r:6 Phone: (305)795-2204 x`011 � 'tl /217 ,Expiration: 7/30/2017 Project Address Parcel Number Applicant 750 NE 97 Street 1132060142220 WESTINGHOUSE LLC Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell WESTINGHOUSE LLC 2061 NW 112 Avenue MIAMI FL 33172- 2061 NW 112 Avenue MIAMI FL 33172- Contractor(s) Phone Cell Phone $ 22,200.00 DADE PROFESSIONAL ROOFING (786)412-5354 Valuation: _.. ... _ ..... ..,.. .....- ___ __ _ _.....__...._._: Total Sq Feet: 3929 Type of Work:Re Roof Available Inspections: Additional Info:REPLACEMENT OF EXISTING WHITE CONCR Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $13.80 Invoice# RF-1-17-62731 DBPR Fee $4.66 01/31/2017 Credit Card $380.56 $0.00 DCA Fee $4.88 Education Surcharge $4.60 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $18.40 Total: $380.56 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 construciondzoning. Fu rmore,I authorize the above-named contractor to do the work stated. January 31, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 31,2017 1 Miami Shores Village Building Department 4JAN ,62017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20)4 BUILDING Master Permit No. �'� ! — Z05 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP r CONTRACTOR DRAWINGS JOB ADDRESS: -470 N q-4 -54- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: II��JZC� d)u' 22Z,,::, Is the Building Historically Designated:Yes NO. Occupancy Type: Load: Construction Type: l Flood Zone: G� BFE: `FFE: OWNER:Name(Fee Simple Titleholder):LN�� )OOWQ LL4 N ,&\ ( `- Phone#: J I^�� Address:-2®61 NLN3 i fNL& City: ILA!F0.M e State: P(o C',oil G Zip: 1-"o-t Tenant/Lessee Name: Phone#: Email: p, a__ ' �f CONTRACTOR:Company Name: 1U eA 1 CO�SS`c��9 aco Phone#: 71%0 Address,:, Cl Tj N)w 3T AO �^ City: MPLkCni State: 1-10rq%:'d c1 Zip: �J 3 I s Qualifier Name: bo rycLC\ �o oC�®yl Phone#: �&- 290q0--13 State Certification or Registration#: y 6-5 Certificate of Competency#: (1 65 00 (5t DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Z2,2e�c®•®� Square/Linear Footage of Work: Jc(;'-q Type of Work: El Addition El Alteration F-1NewE' Repair/Replace ❑ Demolition Description of Work: �Q�lO�CfJ�KiCo� o� 4xe$�� (A"Kka a 1A 5 -4 C3 L►.11n%. C©c.c�Cc� 4" kt akc\d SCA i'ip Specify color of color thru tile: (2 on tA)Itis . Un 5�. ® CO/CC$ Submittal Fee$ Permit Fee$CPA F$_ � a _ Scanning Fee$ Radon Fee$ DB'PpR$ Notary$ Technology Fee$ '� Training/Education Fee$ "[ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ U • (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Sicure OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day& 330LOA 120 by -J—�p day of 1 20 by Wr-oMp Jo is personally known to who is personally known to me or who has produce as me or who has produced s identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: , Sign: Print:�1(��ciC`1 1., Oho !2� n Print: Seal: Seal: � .. CLAUDIAT.ROCHASILVA at ,•'�P;Yy°O"� CLAUDIAT.ROCHASILVA ?• '�' Commission t GG 002764Com mission# G 002764 ExpiresOdober 15 2020 Expires October 15, 020 Pr ' •.• 6o�edThN q.. Tioyi-eh1UUWenCe80036.7019 ************* * * * 1 * * * x+ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 1 OFFICE 'UftF PROPERTY Summary Report Generated On:1/26/2017 Property Information r i Folio: 11-3206-014-2220 Property Address: 750 NE 97 ST Miami Shores,FL 33138-2526 d Owner INVESTIN-O QUSEL-L C 2061 NW 112 AVE STE 131 � Mailing Address MIAMI,FL 33172 USA x, Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE lyi Primary Land Use FAMILY:1 UNIT - Beds I Baths/Half 2/2/0 Floors 1 4+ Living Units 1 � N" C-en 'atni Actual Area 3,526 Sq.Ft ss _ - � 2046 Aq0_ otograo Living Area 2,468 Sq.Ft - ^ Adjusted Area 2,929 Sq.Ft Taxable Value Information Lot Size 11,362 Sq.Ft 2016 2015 2014 Year Built 1953 County Assessment Information Exemption Value $0 $50,500 $50,500 Year 2016 2015 2014 Taxable Value $534,159 $140,973 $139,454 Land Value $295,412 $272,688 $193,154 School Board Building Value $212,575 $213,245 $208,383 Exemption Value $0 $25,500 $25,500 XF Value $26,172 $20,671 $20,839 Taxable Value 1 $534,159 $165,973 $164,454 Market Value $534,159 $506,604 $422,376 city Assessed Value $534,159 $191,473 $189,9541 Exemption Value $0 $50,500 $50,500 Taxable Value 1 $534,159 $140,973 $139,454 Benefits-Information Regional Benefit Type 2016 2015 2014 Exemption Value $0 $50,500 $50,500 Save Our Homes Assessment Taxable Value $534,159 $140,973 $139,454 Cap Reduction $315,131 $232,422 Homestead Exemption $25,000 $25,000 Sales Information Second Homestead Exemption 1 1 $25,000 $25,000 Previous OR Book- Widow Exemption $500 $500 Sale Price Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, 05/16/2016 $520,000 30085-4554 Qual by exam of deed School Board,City,Regional). 11/12/2015 $0 29891-1918 Corrective,tax or QCD;min consideration Short Legal Description 11/01/1971 $33,000 00000-00000 Sales which are qualified MIAMI SHORES SEC 3 PB 10-37 LOT 6 BLK 69 LOT SIZE SITE VALUE The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfiinfb/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 1/26/2017 2016 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT FILED DOCUMENT#L14000031286 Mar 04, 2016 Entity Named WESTINGHOUSEL.L.0 J' Secretary O tate - CC8087306611 Current Principal Place of Business: 2061 NW 112TH AVE SUITE 131 MIAMI, FL 33172 Current Mailing Address: 2061 NW 112TH AVE SUITE 131 MIAMI, FL 33172 US FEI Number: 37-1752975 Certificate of Status Desired: No Name and Address of Current Registered Agent: PALACIOS,ANDRES A 7856 N.W 110TH AVENUE DORAL,FL 33178 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Authorized Person(s) Detail : Title MGR Title MGR Name TORREALBA,DARWIN D Name SOLUTION LOGISTICS&SERVICES -iNC Address 2061 N.W 112 AVENUE#131 Address 1835 NW 112TH AV City-State-Zip: MIAMI FL 33172 SUITE 174 City-State-Zip: MIAMI FL 33172 Title MGR Name MASS EMARKETING LLC Address 7856 NW 110 AVENUE City-State-Zip: DORAL FL 33178 1 hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath;that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605.Florida Statutes.,and that my name appears above,or on an attachment with all other like empowered. SIGNATURE:NOSLEN ANAYA MGR 03/04/2016 Electronic Signature of Signing Authorized Person(s)Detail Date 2016 FLORIDA PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT#P12000051393 Mar 11, 2016 Entity Name:C$OLUTI.ON LOGISTICS&.SERVICES WC Secretary of State CC5283408885 Current Principal Place of Business: 1835 NW 112TH AVE SUITE 174 MIAMI, FL 33172 Current Mailing Address: 1835 NW 112TH AVE SUITE 174 MIAMI, FL 33172 US FEI Number:45-5429355 Certificate of Status Desired: No Name and Address of Current Registered Agent: ANAYA,NOSLEN A 1835 NW 112TH AVE SUITE 174 MIAMI,FL 33172 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: NOSLEN ANAYA 03/11/2016 Electronic Signature of Registered Agent Date Officer/Director Detail : Title PRESIDENT Title VP Name 7ANAYA,_NOSLEN' Name GIL,SULBEY Address 1835 NW 112TH AVE Address 1835 NW 112TH AVE SUITE 174 SUITE 174 City-State-Zip: MIAMI FL 33172 City-State-Zip: MIAMI FL 33172 Title DIRECTOR Name TORRES,NAIDA M Address 1835 NW 112TH AVE SUITE 174 City-State-Zip: MIAMI FL 33172 1 hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as ff made under oath;that 1 am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607,Florida Statutes;and that my name appears above,or on an attachment with all other like empowered. SIGNATURE:NOSLEN ANAYA PRESIDENT 03/11/2016 Electronic Signature of Signing Officer/Director Detail Date 1� ORs G� Miami %Sg"h hores Village "" ""'l" Building Department 10050 N.E.2nd Avenue L AIDp' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner ® Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use - or your Project Phe-eoatzaetor has Fr �r sh be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: WUJj0J4W% O ner State of Florida County of Miami-Dade The foregoing was acknowledge before me this JW day of J 20JJ. By �W AM TD who is personally known to me or has produced as identification. 6 Notary: �� . y CLAUDIAT.ROCHASILVA '�"= ••. SEAL: --f-Expires Commission#GG 002764 =r, Q Expires October 15,2020 ,car"op', B01dWTWuTmyFah1Wa ance800.3857019 Page No. 1 h 971 NW 35th Avenue Miami, FL 33125 PH: 786-412-5354 E-mail: godoydorian _yahoo.com LC#11 BS00159 DATE: 01/25/2017 State of Florida County of Miami-Dade Before me this day personally appeared Dorian Godoy who, being duly sworn, deposes and Says: Dorian Godoy, Jose Urbina, Jose Domingo Lopez, and Edilberto Manuel That he or she will be the only persons working on the project located at: 750 NE 97 St Sworn to (or affirmed) and subscribed before me this Day of .20by Personally Know nOR Produced Identification Type of Identification Produced CLAUDIAT.RWHASUA IC On#W 002764 p4 Expires October 15,2020 �,„ BonrledThruTmyFainkWM80MW7019 Print, Type or Stamp or Name of Notary Constructio Trades Board BUSINESS CERTIFICATE OF COMPETENCY 11 SS00159 DADE PROFESSIONAL ROORNG CORP D.B.A.: t ODOYDO AN Is certified under the provisions of Chapter 10 of Miami-Dade County QIZQ4; RICK SCOTT, GOVERNOR — "` KEN LAWSON,SECRETARY STATE OF FLORIDA._ DEPARTMENT OF BUSINESS AND PROFESSIONAL,REGULATION CO111STRUCTI INDUSTRY LICENSING BOARD. - - 465 - ..FrC29g,27 _ T, �ODFING GONTRACtQR Na(pec�belot#4S REGISTERED i ti deE-tF e o#£I-apter 489 f Expatlondae A{JG3"f-2017;.. � N{3IVf13UAL MUSS I�kl=ETALt tE . S1NG x REQUfREMENTS 4 _ .LN AX\R NY EA) �'.a''�r'ems.'.s" ''._.-.� � �`_ � � • ISSUED: 09/03/2015LAY AREQUIRED ISP W SR EQUIRED BY LAW SEQ# L1509030001555 D Laval Busi ness Tax Pecei pt M iami-Dade County, State of Florida ' -THIS IS NOT A BILL-DO NOT PAY 6833645 LB. T/ BUSINESS NAM E/LOCATION RECEIPT NO. EXPIRES DADE PROFESSIONAL RENEWAL SEPTEMBER 30, 2017 ROOFING CORP 7107360 971 NW 35 AVE Must be displayed at place of business MIAMI,FL 33125 Pursuant to County Code Chapter SA-Art.9&10 OWNER SEC.TYPE OF BUSINESS DADE PROFESSIONAL ROOFING 196 SPECIALTY BUILDING BY TAX COLLECTOR CORP CONTRACTOR 45.00 07/15/2016 Worker(s) 1 11 BSO0159 0229-16-007777 Ibis Local Busirtess lax PeCeipt only con"rms paynW t of the Local Businen Tax.Tte Paceipt is not a livens% permit,or acerb"cation of the holder's quali"cations,to do.busi ness.Holder nub cm#y with any governmental a'norlg ern entei regulatory!awsandrequiremEmtswhichapply tothe busine . The 1K8PT NQ above not be displayed on all conmerrolal vehicles-Miarri- ade Code Sec ft 276% gas FormDreirdometiorkvisitwwwrriamdadeam mrcdlector M Municipal Contractor s Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY CC NO: 1 1 65001 59 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES DADE PROFESSIONAL ROOFING CORP SEPTEMBER 30, 2017 971 NW 35 AVE 7487400 MIAMI,FL 33125 Pursuant to County Code Sec 10-24 OWNER TYPE OF BUSINESS DADE PROFESSIONAL ROOFING CORP SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR 175.00 07/15/2016 0229-16-007777 This receipt is not valid in the following Municipality Aventure,Doral,Hialeah,Key Biscayne, Miami Gardena,Miami Lakes,Palmetto Bay,Pinecrest Sunny Isles Beach,Town of Cutler Bay. ® For more iirformation,visit www.miamidade govNmccoperdm i. 7/6/201 . Report Viewer '' � 1 100°10--• . EFiwaCHIFNc AL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION '*CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 6/8/2015 EXPIRATION DATE: 6/7!2017 PERSON: GODOY DORIAN s } FEIN: 275303909 BUSINESS NAME AND ADDRESS: DADE PROFESSIONAL ROOFING CORP 971 NW 35 AVE MIAMI FL 33125 i SCOPES OF BUSINESS OR TRADE: LICENSED ROOFING CONTRACTOR PuvottoChapter 44Q(15(14).F.S..andgm d a corWalid1 WW days exempson tram Thte ChaPW by 61xg a arUficaEe d eleNm uba the section ' mrtaayy rot teCWa hanL4ffi Q wnpersalan older IhS diBpa.PldalattD Chaps 44M 12).F.S..C caes d decticntD Ila exffnpL..aPdY ac1Y ' w4CintlieswpedTha tkcsirlessatrade!lstad onthe roCteddediontC heacemp4 Plrsuatto Chaps 440.051731.F.S..Natives ddeatlon TDae scamp adart ddecCanhbeexanq shall be sl6jedto revocation if.stay Cmeatter the tiling ofa cMlaea TheI eparced0 rellreck�e. i Cls person.-"Onihe rgtice d Catlfitt rolonga mks TIB repttremats d Otis Sedian far issuance d e certificate The deparlmert shaft revoke a i 9 7 OFS•F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 0&13 QUESTIONS?(850)t131809 i4 t { 3 �I 1 1' I 1 3 haus:/120M IdfS.coon/crrepDrtvmwerhepoitViewer.aspx? kdvpgir>c9D7Q3gHffrE 26eP1KMZ%2fSz5bXKYfBxkrekeESoPVy1v4NPOPN42XeirDRGXVW... V2 °R sGr Miami Shores Villace Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �L0R1pP► Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# ' , " f -_�� DATE: c " 20 1 INSPECTION AFFIDAVIT I m2 e Q(N 60� licensed as a (n) Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: 1 �S®a Sok On or about r G� � 4 — 9: i AJ1 , I did personally inspect the roof deck nailing (Date&time) work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of 1 �— Notary Public, Sate of Florida at Large ; MAHARIU K GONZALEZ =qt - MY COMMISSION#GG 044602 EXPIRES:November 2,2020 •'':Foi mop', Bonded Thru Notary Public Underwiters '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 A+Engineering Testing Lab. LLC 7066 SW 44 St Miami,FL 33155 PH: 305-668-5792 FAX: 786-513-3754 Email: Aplusetl@yahoo.com April 4, 2017. Contractor: Dade Professional Roofing Corp Job Address: 750 NE 97 ST, Miami,FLP- F ) -7 -2 tj INSPECTION REPORT After a visual inspection performed by one of our office representative on the above referenced location, we hereby certify that: The that the roof tile installation with medium paddies of 2"0"with poly foam According to approved Roof Plan complies with the minimum requirements of the Florida Building Code in accordance with TAS No. 106. This report is based on limited visual review of existing structural components. Please do not hesitate to contact our office if you have any questions. Sincerely, (G E .• ii :Wz :W= • .Wz pF • :Z, P.E. ......• �, �• , SIONPO.�. AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami-Dade County Building Official 11805 Coral Way, Suite 111 Miami, FL 33175 LL e. Re: Owner's Name INQ CCAk V)l houu_ C I 2 Property Address —+.So f J& q t' Roofing Permit Number ' 1� e Zo Dear Building Official: I hoy 0 o n C-1 o d certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Qualifying Agent Signa re of Qualifying Agent 4r1 C \ Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this 10 day of (SEAL) MAHARAI K.GON7J1l.EZ MY COMMISSION GG 044602 EXPIRES:November 2,2020 �• :;: Bonded Thru Notary Public Underwriters Personally known _or Produced Identification scos 11��- TAS 106 TEST RESULTS REPORT GENERAL-INFORMATION � Testing Agency Name: A+ Eng ineeringy Testing Lab, LLC. Certification No. 16-0413.03 Address: 7066 SW 44 St Miami F133155 Telephone: 305-668-5792 Fax: 786-513-3754 Email: "�1,-DftlIS 9 as %'1Zi100.a0Ha Representative Name: Eng. ABDIAS H. SAENZ (o l`-7 Title: P.E# 69687 SITE SPECIFIC. INFORMATION Roofing Contractor: DADE PROIFESSIONAI.,ROOFING Permit* RF-1-17-205 Job Address: 750 NE 97 ST., MIAMI SHORES, FL 33138 \, Contact. Name: DORIAN PH: 786-412-5354 Owners Name: INVESTINGHOUSE L L C Type of Tile: FLAT 13" Date Installed: Roof Height: 12 feet Roof Pitch: 3/12 Job Access: LADDER Gate: NO Approximate Square Footage of Roof: 40.00 ft 2 Date Tested: 03/09/17 Required Testing Force: 35 LBS Testing Equipment: N12-100,s-3741465 TEST LOCATION PASS I FAIL CORNER 09 - PERIMETER 59 - RIDGE 50 - ��`M1,`, s LD 136 - 254 ws— NO g 7 ..* :Wo '0 SI A0 N A; %% IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY,WITH NO DEVIATIONS THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. A+ Engineering Testing Lab ROOF DIAGRAM 750 NE 97 ST., MIAMI SHORES, FL 33138 (PERMIT#RF-1-17-205) N 49 50 51 67 58 80 59 45 239 237 52 226 5 58 215 212 211 238 9 234 227 225 214 213 8 48 8 210 242 82 235 231 728 2Z' 219 216 209 47 240 208 207 243 =" 236 232 229 3 220 217 75 208 48 241 197 200 246 248 233 230 224 221 21 4 205 203 61 44 244 3 198 201 247 249 254 195 196 204 61 43 245 188 187 186 195 IN 202 251 250 87 184 183 182 181 180 194 193 42 252 179 178 177 176 175 174 191 192 253 q 168 173 172 171 170 169 1 1906, 41 152 158 157 156 155 154 153 151 169 89 159 168 166 165 164 163 162 161 61 32 31 40 39 38 37 38 35 34 33 10 11 12 1 110 137 139 145 30 09 138 144 146 10 1 136 106 140 143 1 29 135 107 142 1 147 1 134 1 106 141 1 28 131 13 185 184 148 149 1 130 111 123 11 27 1 112 124 122 11 150 21 13 127 125 120 11 28 14 128 126 121 11911 2 25 24 22 7066 SW 44 St Miami FL 33155 PH: 305-668-5792 Fax: 786-513-3754. aplusetl@yahoo.com I ; JAN 12017 � 9 .341 •( /Zrr www 9�,P .�y-,r7 S � see* Fw?`'la it4� rimed,4ex • • • • sees sees* see* 00sees•• • sees•• • ••eee• • • • • sees•• sees•• sees• • • • 000000 d ri e • "Al .••.•: • • • • • sees•• • • • • • • • •see•• TGFU.R14153 - Roofmg Systems Page 2 of 2 "GAFGLAS@ Flex Ply 6"and'Tri-Ply@ Ultra-Flexible Ply 6"are suitable alternates to"GAFGLAS@ Ply 6". 11GAFT--MF Permalite Recover Board"may bg used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with'TOPCOAT@ Fireshield MB"at 21/2 to 3-gal/10041:2. "Ruberoid@ Dual Smooth"may be used as an alternate to"Ruberoid@ Mop Smooth"or"Ruberoid@ 20"or"Ruberoid@ 20 HT'. "Ruberoid@ Mop Smooth 1.5"may be used as an alternate to"Ruberoid@ Mop Smooth". Class A,B and C Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld"SBS roofing membrane may be used in lieu of"Ruberoid@ Mop"SBS products in any applicable Classification. Class A is 1.Deck:C-15/32 Incline:3 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or periite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. PI nee or more plies Type G1 or"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6"hot mopped. n9:— vel. Deck:C-15/32 Incline:2 Optional):—One or more layers perlite or wood fiber or glass Fiber or polyisocyanurate or urethane or periite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. Ply Sheet:—Three or more plies Type G1 or"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 611. Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapTM BUR Mineral Surfaced Cap Sheet". • • •••• • •••••• 000000 •••••• • •••••• • • • • • •••••• • • ••••• • • • • http://database.ul.com/cgi-bin/XYV/template/LTSEXT/l FRAME/showpage.html'-tame=T... 1/30/2017 � • - :111.:1�LLi�L 1• I . 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IlfMf■E■Mmsurioftong� ��i9mMmltonoffmllpomrtm�►ImRml'M EEM# !!!unxi.:ERmmLmmLMi EsoomMMM"Rimlll/m,Hmmi:rm/sim.nim.......��a�oc_�M1i�c//rMMmmmnOWL;MEfrs/LL/!L !":CCfm"r1:C:CI1C:i ICC19 mar'.ECCmmano mCEEC"mmC"�ICamCmocummCCg s WCNCUimu isms ICCCCCCmomoullowiCCRCVAR WIN an monsoon EE/rMmmMmmuomLmLm/smmMCmor I ■!fu/ M M#{.im1111 !mL■ ML■ frmfmEffCClCI INSS;foo %RmCC'rl"r'.�m'o'/RC'►',MrmmM�CmCCCam*a rmamma '"CiC CC6r+OHS ARMCMLPN RE IR/m!/MmMUMINIMUC S aI C':Gii iGGs I':'C��`fi�iGCCC "mm� EiCC'rCCCm■r#is m C�mI INN # r/�mm4#fL�m(.mfflm 1I Cm#mCu o:CC \ CC"CCN :CM/HCC L"L Inman rImMCv�i�w"iiiissiiiisa!"iliawmmmi nnumii�fwaRfriiifri iiraiiiiiiifum1 "11201 MIAM s "Delivering Excellence Every flay" MIAMI-DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone)are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics(appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones)of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. N .._._ 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance;therefore,roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. N� 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. {� 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance •see• with the requirements of. Chapter 15 and 16 herein and the Florida Building Code Plunt ing. s ..,... 9 7. Ventilation: Most roof structures should have some ability to vent natural AMA thrgnglrthe �• • sees.. interior of the structural assembly(the building itself). The existing amount of attic vepti4tion shall aot be ;..... reduced. •••• • sees .. ....% .sees. e..s .sees e so**:* Date: Owner's/Agent's Signature: 4. Contractor's Signature: Permit Number: e '••• ' Property Address: '• Florida Building Code Sth Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Former Section C (,Low Sloped Rood Syst_ em) Fill In Specific Roof Assembly Components Fastener Spacing for Anchor/Bass Sheet and Identify Manufacturer Attachment (if a component is not used,Identify as"NA") - Field:L.oc @ Lap.#Rows System Manufacturer._ ' NOA No.: S `°&7Perimeter °oc(LD Lap,#Ro °oc _° Design Wind P urea,From RAS 128 or Caicuiation Comer._"oc @ Lap,#Rows oc Number of Fasteners Per Insulation Pmax1 Pmax2• ! Pmax3 Board J Max Design Pressure,From the Specific NO/� System: Field Perimeter Comer�_ 4 Deck: Illustrate Components Noted!and Type: — Details as Applicable: GaugefrhiGmWoodblocking, Gutter, Edge "Termination, Stripping, Flashing, Continuous Cleat, Cant ess:_ Slope: Strip, Base Flashing, Counter- Flashing, Coping, Etc, Anchor/Bass Sheet&No.of Pty(s): Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Compor..mt Material, �c � s Material Thickness, Fastener Tyne, Fastener �— Spacing or Submit Manufacturers Details that Insulation Bass Layer. N15' Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness:_OV14 a Base Insulation Fastener/Bonding Material: I� 4 O X Top Insulation Layer. FT Top Insulation Size and Thickness: ,� j�� ® Parapet Top Insulation Fastener/Bonding Materfai; l )94�os Helcht Base Sheet(s)&No.of Piy(s): Base Sheet Fastener/Bonding Material: o (�® Mean Ply Sheet(s).&No.of Ply(s)._. Roof Height Ply Sheat F ne nE ter V ' m Z.# 4_Z •••• To Pi dol • • • Top Ply �— Matelial ��•••• • i••••i Surfacing: �� • • •• •• •• • •••••• •••••• • Go Go .••••• ••• • ••• • • • •• MIAMI•DADE MIAMI-DADE COUNTY ' PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy GAF 1361 Alps Road Wayne,NJ 07470 SCOPE: .. This NOA is being issued under'ihe 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 C01171ty 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: GAF Conventional Built-Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed znd 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 NCA.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,F'8clda,'and f4"& by the expiration date may be displayed in advertising literature. If any portion of the NCV119(lsplayed,then it shall be done in its entirety. ...... •000 •• • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufac',_`rt?6r its distributors and shall be available for inspection at th^job site at the request of the Building Official ":0 0 a" .. .. .. . ...... This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16. ...... .' The submitted documentation was reviev--.d by Jorge L.Acebo. ....:. Y`)A No.: 13-1022.15 MIAMbDADECOUNTY Expir-?ion Date: 11/04/18 Appy.val Date: 11/06/14 Page 1 of 16 J i. ROOFING SYSTEM APPROVAL Category Roofing Sub-Category: BUR Material: Fiberglass Deck Type: Wood Ai ri Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS®#75 Base 39.37"(1 meter). ASTM D4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. j GAFGLAS®480 Ultima" 39.37"(l meter) ASTM D4601 Type II asphalt impregnated and coated,fiberglass Base Sheet Wide base sheet. GAFGLAS®FlexPly' 6 39.37"(1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS®Ply 4 39.37'(1 meter) ASTM D2178 Type IV asphalt impregna~ed glass felt with asphalt Wide coating. GAFGLAS®Mineral 39.37'(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS®EnergyCap' 39.37'(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote'" GAFGLAS®Stratavent® 39.37'(1 meter). ASTM D4897 Fiberglass base sheet coau'd on both sides with Eliminator'Perforated Wide asphalt. Surfaced on the b-,ttom side with mineral Venting Base Sheet granules embedded in asp:laltic coating with factory perforations. GAFGLAS®Stratavent® 39.37'(1 meter) ASTM D4897 A nailable,fiberglass base sheet impregnated and Eliminator',Nailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. 006969 Ruberoid®SBS Heat- 39.37'(1 meter) ASTM D6I64 Non-Woven Polyester md''"litet with polyzier- •.'• Weld" Smooth Wide modified asphalt and smo�rbsYrfaced.:""' 0696:. Ruberoid®SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester ma,co ed withp6olyrY►er- 0••••0 Weld 25 Wide modified asphalt and smov, ll Surfaced.; •• 6•• Ruberoid®20 39.37'(1 meter) ASTM D6163 SBS modified asphalt bas%:'sheHreinforce with a •0000 Wide glass fiber mat. '• •• •' ....�. 0000.. Ruberoido Mop Smooth 39.37'(1 meter) ASTM D6164 Non-woven polyester ma;-,oate;with QQly;rjet•- •••••• wide modified asphalt and smoVh idrfaced.' ' 0000.. 66 9 sees 1"7A No.:13-1022.15 M AMI-oaoe COUNTY Expim.lon Date: 11/04/18 App;-,oval Date: 11/06/14 Page 2 of 16 f ' t TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 4 Test Product Product Dimensions Specification Desc' tp ion FireOut'" Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fi%barrier coating. Coating VersaShield®Fire 350 sq.ft.roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat®Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase airoofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuarcr Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarC RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard"'RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard-Perlite Roof Insulation Perlite insulation board. GAF EnergyGuardT.Perlite Recover Board Perlite recover board GAF EnergyGuard� RA Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation Securock®Gypsum-Fiber Roof Board Gypsum roof board Ur.*ted States Gypsum Corp. Structodek®High Density Fiber Board High density fiber board Blue Ridge Fiberboard,Inc. DensDeck®Roof Board Gypsum board Georgia-Pacific Gypsum LLC 0000 . . 6666 00.0.0 .. 0000.. 000000 0 0000.. 0000.. 0000.. 0 6�0000 00 00 6 0000 6 • 06000 0000.. 0000 000.0 .. .. .. . 0066.9 0000.. 0000.. . 0000.. 0. 0 006 . 0.: 1''.)A No.: 13-1022.15 MIAMI•DADE COUNTY-M Expiry.`ion Date: 11/04/18 App,:-)val Date: 11/06/14 Page 3 of 16 APPROVED FASTENERS: TABLE 3 Fastener Product Product t' Manufacturer Number Name Description Dimensions "(With Current NOA) 1. Drill-Tec '#12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-Tec #14 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill-Tec"T XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-Tec 'ASAP 3S Drill-TeeT�#12 Fastener with Various GAF Drill-Tec "3"Standard Steel Plate 5. Drill-Tec' 3"Steel Plate Round galvalume stress plate 3"round GAF used with Drill-Tec'.' fasteners. 6. Drill-Tec3"Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill-Tec"° fasteners. 7. Drill-Tec 'AccuTrac®Flat AZ-SS aluminized steel plate 3"square GAF Plate for use with Drill-Tecy"#12 Fastener,Drill-Tec '#14 Fastener and Drill-Tec '#15 Fastener. 8. Drill-Tec""AccuTrac® Galvalume Steel plate for use 3"square GAF Recessed Plate with Drill-Tec"fasteners. 0000.. . . 000. 0000.0 0000 . 000000 ..00..00 0000.... 0000.... 0000.... 0000 . 0000 00000 . . 0000.000 0000.. 0000000 . . . 00000 0000 . 0000.... 000000 0 0 . 0 . .00000 0000.... . . . . . 0000.... 0000 . 000 0 0 0 a.. Y9A No.:13-1022.15 MIAWDADECOUNTYM Expimlion Date: 11/04/18 ` Appr=vat Date: 11/06/14 Page 4 of 16 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2138A4.AM 4470 �+_ 07/02/97 J.1.3 B9Q l.AM 4470 .�. 01/08/98 J.I. ODOA8.AM 4470 07/09/99 J.1.OD I A8.AM 4470 07/29/94 J.I. OY9Q5.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC R1306 . UL 790 07/22/13 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-0 I Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 IRT of S.Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity I ERD G30250.02.10-3-R1 ASTM D3909 11/26/12 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 11116111 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4 ASTM D6401 04/25/11 G34140.04.11-5 ASTM D4897 04/25/11 G34140.04.11-5-RI ASTM D4897 10/18/13 G40630.01.14-2A-1 ASTM D6164 01/07/14 G43610.01.14 ASTM D3909 01/22/14 66850.08.07-1 ASTM D3909 08/13/07 G30250.02.10-3-RI ASTM D3909 • •�I�f1fi112 •••••• •••••• • •••• .. .... . .. ..... of 0 see ...... .... ..... . . ...... 00 . . . . . ...... •• • ••• NOA No.:13-1022.15 MIAM4DADECOUNTY Expirf tion Date: 11/04/18 Appy oval Date: 11/06/14 Page 5 of 16 Membrane Type: BUR Deck Type X: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. ac' Fire Barrier; FireOut"m Fire Barrier Coating,VersaShieldo Fire Resistant Roof Beck Protection or (optional) Securoce Gypsum Fiber Roof Board. Base sheet: GAFGLAS'480 Ultima""Base Sheet, Stratavento Eliminator""Nailable Venting Base Sheet,Ruberoid'20,Ruberoid®SBS Heat-Weld"'Smooth or Ruberoid'SBS Heat-Weld' 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS®Ply 4, GAFGLAS®FlexPlyr"6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing o-1'9"o.c.at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf.See General Limitation#7,' GAFGLAS®Ply 4, GAFGLAS®FlexPlyT 6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'm #12 Fastener or Drill-Tec'"#14 and Drill- Tec"m 3"Steel Plate,Drill-Tec'"AccuTrace Flat Plate or Drill-TecAccuTraco Recessed Plate 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf.See General Limitation#7,' GAFGLAS®Flex PlyT"6,GAFGLAS®#75 Base Sheet or any of nbove base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4"lap staggered and in two rows 9"o.c. in the field. (Maximum Design Pressure—52.5 psf.See General Limitation#7) GAFGLAS®#80 Ultima'`Base Sheet, Ruberoid 20,Ruberoid'Mop Smooth,base sheet attached to deck urith approved 1'/4"annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9" o.c. at the 4"lap and in two rows staggered.with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure—60 psf.See General Limitation#71 GAFGLAS®#75 Base Sheet or any of above base sheets attached.ro deck with QyU-TecT' #12 Fastener or Drill-TecT°' #14 Fastener and Drill-Tec""3"Stee.' "latae,Drill-%rZ. 0000.. AccuTrac"Flat ate or Drill-Tec"" PlAccuTrace Recessed Plate fte'.o coin 4 rows. One row .• is in the 2"side lap. The other rows are equally spaced approxir*?a17 9"o.c**in tte"field Of... • the sheet. 0:000. 0000.. (Maximum Design Pressure—60 psf.See General Limitation#%••••• ;• •• • 0000 0 00 0000. Any of above Base sheets attached to deck approved annular ring..kask nails axd.3:' 00:00" inverted Drill-TecC' insulation plates at a fastener spacing of 9"a•;0 at tIe 4"1•ap staggered•••••• in two rows 9" in the field. :00:0: (Maximum Design Pressure—60 psf.See General Limitation#•l' ••60:6 0000.. NCA No.:13-1022.15 MIAMMAD;COU Expir.it*on Date: 11/04/18 ApprIwal Date: 11/06/14 Page 14 of 16 M Fastening Options: GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'" (Continued) #12 Fastener or Drill-Teo`"#14 Fastener and Drill-Tec—3"Steel Plate,Drill-Tec"" AccuTraco Flat Plate or Drill-Tec""AccuTrac®Recessed Plate 8".o.c. in 4 rows.One row is in the 2"side lap. The other rows are equally spaced approxim#tely 9"o.c.in the field of the sheet. .(.. ( Maximum Design Pressure—75 psf.See General Limitation#7) Ply Sheet: One or more plies of GAFGLAS®Ply 4 or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a.full mopping of approved asphalt applied within the EVT range and at a rato&20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options .•.••• • ...... • •...% NOA No.:13-1022.15 MIAMI-DADE CO2LMM Expiry;ion Date: 11/04/18 ' Apprwal Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLASe Ply 4 and GAFGLAS®Flex Ply's'6 when used as'a mechanically fastened base or anchor sheet. 2. Minimum '/4"DensDeckT'Roof Board or%Z"Type X gypsum board is acceptable to be installed directly over the wood deck. ' GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.;.or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8" ribbons in three rows,one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable.A 6" break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(T)value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 lbf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official, a revised fastener spacing, prepared,signed and sealed by a Florida Registered Professional Engineer,Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulAtion and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architect,or Registered Roof Consultant(When this limitation is specifically referred within this NOA, General Limitation#9 will not be applicable.) 0*0• 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing terminatio e3 .esigns sha�l•oelt�'orm to•••• • Roofing Application Standard RAS 111 and applicable wind load requirements. •• • 0 0 • 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure (i.e.Mid, •••••• perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted?NI'Wanced fasitning at :**so: enhanced pressure zones(i.e. perimeters, extended corners and corners). (When this lim7fall6n is sppecifi*ally 0••• • referred within this NOA,General Limitation 47 will not be applicable.) 10. All products listed herein shall have a qu_11ity assurance audit in accordance with the FI• g p*'t1•0 ildin •.C,Od�and • • v a� ...... Rule 61 G20-3 of the Florida Administrative Code. • END OF THIS ACCEPTANCE •••• • . . NOA No.:13-1022.15 MLAMbDADe cauNrr Expiry fion Date: 11/04/18 F Appreval Date: 11/06/14 ' Page 16 of 16 • t� w TGFU.R14153 -Roofing Systems Page 1 of 3 TGFU.R14153 Roofing Systems Paae Bottom Roofing Systems See General Information for Roofino Systems GAF R14153 1 CAMPUS DR PARSIPPANY,N]07054 USA "Ruberoid@ 20"or"Ruberoid@ 20 HT"or"Ruberoida Modified Base Sheet"may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2-in.thick(minimum)gypsum board or 1/4-in.thick(minimum)Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard,""DensDeck Prime® Roofboard"or"DensDeck DuraGuard'"Roofboard"may be used in any existing noncombustible deck Classification..When this is done,the resulting roofing system is acceptable for use over combustible(15/32-in.thick minimum)roof decks.However,thr.butt joints in the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck®Roofboard,""DensDeck Prime@ Roofboard"or"DensDeck Dunpuard'"Roofboard"are to offset a minimum of 6-in.with the butt joints in the rb'of deck.If polystyrene is part of the roof system,it must be', aced below the overlayment board. Multiple plies of"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"Tri-Ply@ Ply 6"may be adhered to Georgia-Pacific Gypsum LLC"DensDeck @ Roofboard,""DensDeck Prime@ Roofboard"or"DensDeck DuraGuard'"Roofboard"in hot roofing asphalt. "EnergyGuard"Ultra"is an acceptable alternate to"EnergyGuard'"RF"in any applicable Classification. "GAF Stratavent@ Eliminator'"Venting Base Sheet(Nailable)"may be mechanically attached or hot mopped over roncombustible decks and as a recover over existing roof systems. "GAFGLAS@ Perlite Insulation"may be utilized as a cover board over"EnergyGuard"RF"insulation in any of the following systems. Unless otherwise indicated,the roof insulation is mechanically fastened,adhered with hot mopping asphalt or UL Classified urethane insulation adhesive.Polystyrene referenced in any of the following Classifications include"EnergyGuard'"EPS Insulation". Unless otherwise indicated,all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions(excluding LRF Adhesive 0)in any applicable Non-Combustible Roof Deck Classifications. References to glass fiber insulation include"EnergyGuard Fiberglass Insulation". "EnergyGuard'"Tapered"is an acceptable alternate to"EnergyGuard T""in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet("GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet",or"GAFGLASG#80 ULTIMA")is a suitable alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4",or"GAFGLAS@ Ply 6")it the Class A,8 or C roof systems indicated below, The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAF Stratavent@ Eliminator"Venting Base Sheet(Perforated)"or"GAF Stratavent@ EliminatorT"Venting Base Sheet(Nailable)."Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailabie base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet("GAFGLAS@#75 Base Sheet"or'Tri-Ply@#75 Base Sheet"or"GAFGLAS@#80 ULTIMA"or "GAF Stratavent@ Eliminator TM Venting Base Sheet(Nailable)"may be substituted for Type G1 asphalt glass fiber F•! sheet("GAFGLAS@ Ply 4"or "Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6")as the nailed base ply In the following systems. Bottom ply or base sheet may be solid mopped,spot mopped or mechanically fastened. •••••• Unless otherwise Indicated,all insulations may be hot mopped or mechanically fastened. •••• ; • • •• "GAFGLAS@ Flashing"or"Ruberoid@"may be used for flashing in any of the Class A,B or C systems listed below!••••• • •••••• • When"perlite"is referenced,this includes"GAFTEMP PERMALITE@"or any other UL Classified perlite insulation. •••• • i••••i Crushed stone or slag are suitable alternates for gravel in any of the Class A,B or C systems listed. • • • • • ,•••t • •• ••••• Structural cement fiber building units are considered s,;Itable to be included as a deck in the following Class A,B of!':'atjns Iistegi-b1Nr;15/32 ••••• or NC. ;1* The use of gypsum board under any of the following Class A,B or C systems does not adversely affect the rating. "08 pf'/2-in.miniPhum thick •• gypsum board is an acceptable alternate for minimum insulation over C 15/32 thick roof decks. • , • • •,•• • The use of polystyrene insulation board between minimum 3/4-1n,thick perlite board and deck with rosin paper(peoite/r.0% • • • paper/polystyrene/perlite)is a suitable alternate for pd!yisocyanurate board in the following Class A,B or C systemv• • ••• • :••••: "EnergyGuard"RA"or"Tapered EnergyGuard'"RA"or"EnergyGuard'"Composite RA"may be substituted for any Atlas Roofing Corp. •• polyisocyan u rate insulation in any of the following Clas,ifications, Trumbull"Perma Mop"may be utilized with any of the`ollowing"Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@#80 Premium Base Sheet"may be used ir. any of the following systems. http://database.ul.com/cgi-bin/XYV/tern-;plate/LISEXT/1FPAME/showpage.htmlr lame=... 10/11/2016 TGFU.R14153 -Roofing Systems Page 2 of 3 "GAFGLAS@ Flex Ply 6"and'Tri-Ply@ Ultra-Flexible Ply 6"are suitable alternates to"GAFGLAS@ Ply 6". "GAFTEMP Permalite Recover Board"may be used in Iidu of any perlite Insulation in any of the following NC Classifications. 1 Unless otherwise Indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with'TOPCOAT@ Fireshield MB"at 21/2 to 3-gal/100-ft2. "Ruberoid@ Dual Smooth"may be used as an alternate to"Ruberoid@ Mop Smooth"or"Ruberoid@ 20"or"Ruberoid@ 20 HT". "Ruberoid@ Mop Smooth 1.5"may be used as an alternate to"Ruberoid@ Mop Smooth". Class A,B and C Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld"SBS roofing membrane may be used in lieu of"Ruberoid@ Mop"SBS products In any applicable Classification. Class A 1 1.Deck:C-15/32 Incline:3 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. Ply Sheet:—Three or more plies Type G1 or"GAFGLAS@ Ply 4"or'Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6"hot mopped. Surfacing:—Gravel. 2.Deck:C-15/32 Incline:2 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polylsocyanu rate composite or phenolic,any thickness. Ply Sheet:—Three or more plies Type G1 or"GAFGLAS@ Ply 4"or'Tr!-Ply@ Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapT"BUR Mineral Surfaced Cap Sheet". 3.Deck:NC Incline:2 Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,polyisocyanurate,urethane,perlite/polyisocyanurate composite,perlite/urethane composite,wood fiber/polyisocyanurate composite,phenolic,2-in.maximum. Ply Sheet:—Two or more plies Type G3"GAFGLAS@ Ply 4","Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or'Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapT"BUR Mineral Surfaced Cap Sheet. 4.Deck:C-15/32 Incline:1 Slip Sheet(Optional):—Red rosin paper,nailed to deck. Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified Insulation adhesive. Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or'Tri-Ply@#75 Base Sheet"(may be nailed). Pty Sheet:—One or more plies Type G1"GAFGLAS@ Ply 4"or'Tri-Ply@ Ply 4"or GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced CF!)Sheet"or"GAFGLAS@ EnergyCapT" BUR Mineral Surfaced Cap Sheet". Surfacing(Optional):—'TOPCOAT@ EnergyCote-Elastomeric Coating"applied at a rate of 2-gal/100-ft`. 5. Deck:NC Incline:3 Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet". Ply Sheet:—One or more plies Type G1 "GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapT"BUR Mineral Surfaced Cap Sheet." 6.Deck:C-15/32 Incline:2 •••• Insulation:—One or more layers perlite,glass fiber,polyisocyanurate,urethane,perlite/polyisocyanuratle coi4asite,perlite/urethane ••••:• composite,phenolic, 1 in.minimum(offset a mirilmurn of 6-in.from plywood deck joints). •• • • • • Base Sheet:—One or more plies Type G1 or Type G2 or Type G3. • ••• 0.0••• •••• • Membrane:—One or more plies"Ruberoid@ Torch Smooth"or"Ruberoid@ Torch Granule"or"Ruberoid@ T ch Granule Plus"or "Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@ Mop Smooth Plus"or"Ruberoid W tranule"or"Ruberoid@ :••••i Mop Plus Granule"or"ROOFMatchT"SBS Modified Granular"or"Tri-Ply@ SBS Modified Bitumen Membrane*Lwm'RO0FMatc%W APP • • Modified Granular"or"Tri-Ply@ TP-4G"or"Tri-Ply@ TP-4"or"Ruberoid@ Dual Smooth". ••e;•• 0 0••• *goes Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet'"orGAFGLAS@ Ener* CapT" • • BUR Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt. 000600 ••• ••••• • • • at•••• •• • 000080 7. Deck:C-15/32 Incline:2 • •00••• • • Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or dr2thane0or 0• •0• 000009 perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or piaenolic,a•y ttickness. • • Base Sheet:—Two or more plies Type G2 or Type G3. • • • 0••••• Ply Sheet(Optional):—One or more plies T,/pe G1. •• • ••• • • • Membrane:—One or more plies"Ruberoid@-porch Smooth"or"Ruberoid@ Torch Granule"or"Ruberoid@ Torch Granule Plus 0r• "Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@.Mop Smooth Plus"or"RuberoidCl.Mop Granule"or"Ruberoid@ Mop Pius Granule"or"ROOFMatchT"SBS ModiNad Granular"or"Tri-Ply@ SBS Modified Bitumen Membrane' or"ROOFMatch'"APP Modified Granular"or"Tri-Ply@ TP-4G"or"Tri-P!y@ TP-4"or"Ruberoid@ Dual Smooth". http://database.ul.conVcgi-bin/XYV/terraolate/LISEXT/1FRAME/showpage.html` game=... 10/11/2016 TGFU.R14153 - Roofing Systems ,,, Page 3 of 3 Cap Sheet:—Type G3"GAFGLAS@ Mlneral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCapyl BUR Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt. 8.Deck:NC Incline:2 Insulation(Optional):—Perlite or glass fiber or polyisocyanu rate or wood fiber or mechanically fastened,,any thickness. Base Sheet:—One or more plies Type G2,"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet".. Ply Sheet:—One or more plies Type G1"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6". ' Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheen or GAFGLAS@ EnergyCap- BUR Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt. Surfacing:—'TOPCOAT@ Fireshield MB"applied at 21/2 to 3.0-gal./100-ft2. 9.Deck:C-15/32 Incline: 1 Insulation(Optional):—One or more layers Perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanu rate composite or periite/urethane composite or wood fiber/polyisocyanurate compositg or phenolic,any thickness. Ply Sheet:—Three or more plies Type G1"GAt;GLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet:—"GASFGLAS@ EnergyCapl"BUR Mineral Surfaced Cap Sheet". 0000 • • 0000 0000•• 0000•• • • 0000•• • • • 0000•• • • • • • 00000•0 • •• i0.0• 00 • 0000 0000 • •• •• •• 00 • 000000 • ••••0• 0 • • • • • •0000• •0000• • • • • • • • • •0.00• • http://database.ul.com/cgi-bin/XYV/ter plate/LISEXT/lFRAME/showpage.html":.iame=... 10/11/2016 0, f Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D 1Steep Sloped Roof Siem) Roof System Manufacturer: /°G Product Approval Number:- . Minimum Design Wind Pr res,if Applicable(From RAS 727 or Calculations): / 2 P9: P2: 45 P3.-,7,5 Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment: StewSloped System DescrhAlon Deck Type: Roof Slope: Type Underlayment• 12 Insulation: Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: --� - 1 � Adhesive Type: ;''----� •••• • Type Cap Sheet; -- ------ Roof j --*Roof Covering: •• ••••• Mean Roof Height: �• •• •••••• Type&Size Drips ....:. Edge: ..: Florida Building Code Edition 2810 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values from M,.If the M,values are greater than or equal to the M, values,for each area of the roof,then the the attachment method is acceptable. od 1 " ent Based'Tile Cal lotions Per RAS 127" (P'. �f t.� -M9: �- 'K, 2! Product Approval M, ° ( z x��-��- - g: -M Product Approval M, (Ps:�x Ms: M, �Product Approval M, r Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval Mt M Requi Moment Resistance* Mean Roof Height-io. Roof Siope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34A 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 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.Compare the values for F with the values for F,.It the F values are greater than or equal to the F,values,for each area of the roof,then the tile attachment method is acceptable. Method 3"Uplift Based rile Calculations Per RAS 127" (P,:-x 1' �__.,_,x w:= }-W�x cos 0 =F,,,� Product Approval F (pz .x 1: _�x w:= W:--,x cos 0:_=F,2_,„^ Product Approval F. ,,,,, (P3:_x 1' x w:=____)-W:---.x cos 0: - =Fa_ Product Approval F • • • .---.••• 9999•• Where to Obtain Information 9 0 8.8 • Description S mbol •0 0 0 0 0 •..... Y Where to find ...... 0 . Oas(grl Pressure P1 or P3 or P3 RAS 127 Table t or by an engineering analysis prepared by Pl3based oRASCE 7 • • Mean Root Kei ht H Job Site •• ••••• • • Roof Slope 8 Jab Site **so ••••• • • Aerodynamic Multiplier X I Product Approval •• •• •• • *000:0 Restoring Moment due to Gravity MQ Product Approval •�•••• • • Attachment Resistance M, Product Approval • Required Moment Resistance A4, Calculated •••i• •••••• Minimum Attachment Resistance P Product �� 00 • • Required Uplift Resistance F, Calculated 6350 •• • ••• •0 Average Tile Weight W Product Approval 9•• Tile Dimensions I m length Product A w-width Approval All calculations must be Submitted to the Building Ofridat at the time of it application. 141AM mmus 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 OA www.miamidade.eoy/economy Boral Roofling,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 areag 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 faits 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 anygrpouct, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure tp comply witil apy, atction...... of this NOA shall be cause for termination and removal of NOA. • 0000.. 000.00 0 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,,Florida,and"itMed by the expiration date maybe displayed in advertising literature. Tf any portion of the NOA is displayed,then it shall be dtf a%its ent4t%. •. • 0000 • 00 •••.• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer o;'tsKiistribratats andso •••• shall be available for inspection at the job site at the request of the Building Official. •• 00 0•• 0000.. This NOA revises NOA No. 12-0222.03 and consists of pages l through 10. 0 •••• 0000.. Go The submitted documentation was reviewed by Alex Tigera. 000 •••••• •• • 000 • • • MIAMIOADE COUN IY NOA No.:13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Tyne: Wood I. SCOPE 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. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applican Dimensions Specifications Descri tion Saxony 900-Slate 1= 17" TAS 112 Flat profile,interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-5/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Saxony 900-Split I= 17" TAS 112 Flat profile,interlocking,high-pressure Shake w 13" extruded concrete roof the equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Top surface available in 4 different configurations: 1. Complete the brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake I= 17" TAS 112 Flat profile, interlocking,high 6r sure w= I3" rps ...... extruded concrete roof Vile eqt ippedwith •• thickness= 1-9132 two nail holes. Foj•djrect decor bartened ••••;• nai[-on,mortar sgt ra.4esive set• • applications. •••••• Trim Pieces Length:varies TAS-112 Accessory trim bvdSM Barcd1ont toncret8 Width:varies roof pieces for uM*'114;s,raks?,Wges and*••" varying thickness valley terminations rnanufacturecf for each •••••• the profile. :••:•a • . . . . ....% h11AMbDADE COUNTY NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May I994 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 Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (i Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 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 Sept.aWo. 000000 Testing of screw vs. smooth *000 shank nails 8888.. The Center for Applied Project No.307025 Wind Driven Rain Oct. t 99� •, Engineering,Inc. Test#MDC-77 TAS 100 •••••• Atlanta Testing& 81 ' 8894 Physical Properties '....'Aug.2994.' 8888. Engineering,Inc. 82.894 TAS 11Z . • 8888.. 8888 8888. R3.894 86686' 0.86 : 000000 Celotex Corporation 520109-1 Static Uplift Testing :**:*:Dec. 1998 0 0 Testing Service 520111-4 TAS 101 . . . . 8888.. 8.688. elotex Corporation 520191-1 Static Uplift Testing March*]999 :8888: Testing Service TAS 101 '•• • • MMMMADE COUNTY NOA No.:13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 Walker Engineering,Inc. Evaluation Calculations 25-7094 February I996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 I 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 Cade. . . .... ...... •••••• • ••••% • •••••• •••• ••••• ::*::o •• • •••••• • • • :096:6 • •••••• • • • • • • MIAMNDADE COUNTY NOA No.: 13-0723.05 �Yggy'161'1;1Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 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 (I x w) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w(ft) Saxony 900 11.5 1.417 1.08 Slate Shake&Split Shake Table 2: Aerodynamic Multipliers -%(ft ) Tile {ft3) (ft) Profile Batten Application Direct Deck Application Monierl-ifetile Saxony 900 0.289 0.313 Slate, Shake&Split Shake Table 3: Restoring Moments due to Gravity- Mg (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12"or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6,46 7.34 Shake& Split Shake 9..9 0009.0 .. . . . 0 0000.. 0000.. . 0000.. 0000.. 0000.. 00000 ... 0000 . .. 00000 96999. 9999 0000. 00, 00 00 0 •0900• 9 999999 .99999 0 0 0 999999 00 . 000 0 . 0 9.: rt1AMI�nAaE cOUNTYIN NOA No.: 13-0723.05 ...1041Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19132" 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 .#8 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 Cli 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 Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake&Split Shake 1 See manufactures com onent a royal for installation re uirements. 2 flow Chemical TrleBond Average weight per patty 13.9 grams. Pol foam Product,Inc.Average weight per_pa8-grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monierl-ifetile Saxony 900 Polvfoam Pol ProTM 118 8 Slate, Shake& Split Shake PolYfoam Po[ Pro TM 40.4 •••• 3 Large paddy PIacement of 45 rams of Pol ProTm •••• .... 4 Medium paddy placement of 24 grams of Pol Pro TM. ��••�� • Table 7: Attachment Resistance Expressed as a Moment-Mf(ft1bQ •••; for Mortar Set Systems • .... . .. . ... Tile Tile Min IMAM"cl Re"'nt, • Profile Application ess#ance" • • • MonierLifetile Saxony 900 Mortar Set 49.9' .•;. Slate, Shake& Split Shake •••••• . .... 5. Tile-Tite Roof Tile Mortar ... . *s o ��ecouf�TY NOA No.: 13-0723.05 "• ' Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 6 of 10 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 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. 6666 . . 000• 600••6 .. . . . 0 •0600• •66.66 • 6666.• 6666.. .•66•• •666 •• 6 • • 0000 • •6 09•66 • 00•06• 06•0 •6.6• • • • • • • • • • •0600• •••6.6 • 6 • • • • MIAMI.Danecourrry NOA No.: 13.0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 PROFILE DRAWINGS NAIL HOLES v 1-5/32"(Slate) 17 " COVERLOCK 13 " UNDERLOCK SAXONY 900-SLATE • • 0000 0000•• 0000•• • •1i•i• • 0000•• • 0000•• 0000 • •• •••96 0000•• 0000 04000 •• •• •• • 6.80.9 • ••9••• • 4 M1AM1•DADE oUNTY NOA No.: 13-0723.05 APPROVED Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 NAIL HOLES 1-9/32"(Shake) z 3` 1711 1311 Note:Available Top Surface f=inishes 6. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE . . .... ...... ...... • ....% 400.0• . 4444.. 4444 . •• •..•• 4444.. .•.• 4444. 00 so 00 0 • MIAMI•DADE COUfV7 Y NOA No.: 13-0723.0$ �ffgjyxertqlExpiration Date: 04126/17 Approval Date: 09/26/13 Page 9 of 10 NAR.HOLES r•��.. tib, , �•.,� •�4 �'�, 1-9/32"(Shake) ~'4 1711 13 " SAXONY 900-S13AVE END OF THIS ACCEPTANCE ...... . ...... 600* • s • • • 00*84 •••••• •••• ••••• •• •• •• • •••••• • • • • • •••••• so 09 MIAMNbADECOUNTY NOA No.: 13-0723.05 ' W• ' Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10 MIAMI-DADE COUNTY MIAMI- PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 TEEM 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 40 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 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. .ee. TERMINATION of this NOA will occur after the expiration date or if there has been a•reviiion or L�iiliage in thg..... materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endofw,04 of any product,for .• sales, advertising or any other purposes shall automatically terminate this NOA. Failure to oomfk#with 14yOW"tion of...:. this NOA shall be cause for termination and removal of NOA. •••••• • 0000 .. 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Flotitla'and fotlovmd by the•;•• expiration date maybe displayed in advertising literature. If any portion of the NOA is disp?,13 l,:hen it•sfh%rbe dont*... .. .. .. . in its entirety. 0 0000.• 0000.. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufaciver Qr its di*kibutors anA0 • shall be available for inspection at the job site at the request of the Building Official. :006% This NOA revises NOA 14-0805.01 and consists of pages 1 through 11. • The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0315.01 MIAMI-DADS CC u TY Expiration Date: 05/10/17 �Kauuf 1W, Approval Date:04/07/16 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. 6666 PHYSICAL PROPERTIES: •••• ••••• 6666.. Property Test Resu ts, •• • •••••• Density ASTM D 1622 1.6 lbs./ft.3 6.0• • 6666.. Compressive Strength ASTM D 1621 18 PSI Parallel to rise 0 0.00 0 • 6666 . .. 6666. 12 PSI Perpendicular to rise,666.. ' 6 Tensile Strength ASTM D 1623 28 PSI Parallel to rise 00 a see '666..' 0 6666.6090:6 Water Absorption ASTM D 2127 0.08 Lbs./Ft . Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch 009000 Dimensional Stability ASTM D 2126 +0.07%Volume Change @:40'1* 2 weeks 0 0006 +6.0%Volume Change @158°F., 1'00%MaNdly,2 • weeks 00 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.: 16-0315.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 F-JAMOYAM Approval Date:04/07/16 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Resort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 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 •• • . . 9996 6669.. LIMITATIONS: 0 • 6666.. 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assem$N 0Qi:fire ratings :0600: :6666: 2. ICP Adhesives Polyset''AH-160 shall solely be used with flat,low,&high tile profile%••• . •• :•• •. • 6666 . 6666. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard 20. . ••6• •• ••• 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset,AIS[+160 roof tife 2Jhcsive •••••• with their tile assemblies shall test in accordance with TAS 101. •••••6 •• 5. All products listed herein shall have a quality assurance audit in accordance with the Flori4a Builcbtlg•Cede an;.•••, Rule 61 G20-3 of the Florida Administrative Code. ... 6 :0000: so NOA No.: 16-0315.01 MIAMI•DAD6 COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 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 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 RTF1000 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. 0000.. 0000 0000.. ..00..00 . 0000.... 0000.... 0000.... 0000.. .9 . 9 . 6 000009 . 0000 0000.06 66.09. 9600 :: 0000 0000 . 0000.... 0000.... 00 . 9 . . 9000.. 0000.... 9 . 00 . 00... NOA No.: 16-0315.01 MAMI•DADEcouNTY Expiration Date: 05/10/17 ,0000.• e Approval Date:04/07/16 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq.inches at overlap Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq.inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. MIAMFDADE CO BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 0000 . . 0000 0000.. 0000.. 0000% 0000.. 0000.. 0000 .. 0000 . .. 0000. 00.00. 0006 .sees .. .. 00 s 0000 00 0000.. s . . . . 00.60. 0000.. .. 6 000 6 e 0 NOA No.: 16-0315.01 MIAMI-DARE COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 5 of l l ADHESIVE PLACEMENT DETAIL# 1 E as hPlastic C t ftddYr .,kTd4s Flat/Low Profile Tile # �quteaaig. •y. 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 approximately 17 (109.7 cm2) CM2) —23 (148.4 cm2)square inch adhesive contact with the underside of the tile. � s y N Medium Profile/ Double Pan Tile Nail through p wAk crmerA when mquired.i 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam k 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. , .. C eaa Nail ehMU!;%plastic roexWMt•... High Profile/Single Pan Tile • • 1. Starting at the eave coursg,Qly a min i''tfi ar2 •••••• .._ (50.8 mm)x 10"(254 mrjgj4%;(25.4 mml foam `4 paddy onto the underlaym"positionacL as Chown :•••• under the pan portion of thettile closes;to the •• ••• / _ overlock of the tile being-set.- 2. eingset.•2. Continue in same manned ifiapproxir4iately 17 • a nai t (109.7 cm'-)—23 (148.4 cine)square ir!ki@�sive •••••• f contact with the underside oftfie tile. •••••• .. ... i kv*Cowie � �`� P�" � payer ••i 141f�.` #�iri .d „y� � u F.awdesute NOA No.: 16-0315.01 M MI-Da°ecouNTtr Expiration Date: 05/10/17 Approval Date:04/07/16 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 R thMUgh PLAS41C MMS n@ P."r i lRonvAhr r 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 cm ) 23 (148.4 cmZ)square inch adhesive contact with the Eaa�efrurta ..: � f" underside of the tile. _ 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the the eras .. f f being set. 3. Continue in same manner. Insure approximately 10" (64.5 cmZ)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. �r tr,.® ,hrr4 sna Medium Profile/Double Pan Tile ;xnhe�a rc�xmw�l __ � fltri I. Starting at the eave course,apply a minimum 2"(50.8 ued�rayrnRne Kyo' 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 t the being set.Insure approximately 17(109.7 cm)— ""'' ^'� ��-* 23 (148.4 cmZ) a square inch adhesive contact with the gam. underside of the tile. A rs , 2. At the second course,apply a minimum 2':(,S(l 8mm) 1d » ate. " »(25.4 6nm� x 7 (177.8 mm)x 1 foam padre®nto the.... . underlayment positioned as sk@wrrunder thepan • xl )K portion of the tile closest to the paerlock of the tile •••••• ,K being set. 6666.. :6666: 6666 .. 6666 • • 6666• 3. Continue in same manner.Insure approximate y 12" • 66998 66R0 6666• (77.4 cm2)- 14(90.3 cmZ)%gMrj inch a ftstvg 6 6 6 6 6 contact with the underside of�bj 44e. • . . . 6 % 6666.. (Instructions continued on next page) ••• • i 6 6•i NOA No.: 16-0315.01 MIAMI•DADECOUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Alaildvauoptnik ca -., High Profile/Single Pan Tile ,'when m4mir i) 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 4, pan portion of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm')— b 23 (148.4 cm')square inch adhesive contact with the a f aneum option �� .yp} f underside of the tile. 2. At the second course,apply a minimum 2 (50.8mm) T law m. x 7"(177.8 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown under the pan tov:sees. ate. Env portion of the the closest to the Overlock of the the Dtipedge being set. 3. Continue in same manner. Insure approximately 17" (109.7 cmZ)- 19(122.6 cmZ)square inch adhesive contact with the underside of the tile. sees . e sees sees.. seeeee .ese.e a sees% sees.0 sees.. sees .. sees . .. .ever sees.. sees sees. .. ee se . sees.. ese.ee . . . . . sees.. . sees.. . . .e.see NOA No.: 16-0315.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 �Fnymsxjvj Approval Date:04/07/16 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 Mail duouo plwdc conem t mesa iwtenreq;uftedi � "e I 1. On the eave course only,apply a minimum 2" (50.8 mm)x 10"(254 mm)x I" (25.4 mm)foam paddy onto the underlayment positioned as shown,under `f A` si+ ta ¢T the strengthening rib for flat tile or under the pan ceeta7►�tlr �u portion of the tile for low or high profile tile closest to the overlock of the tile being set.Leave s ' 4 approximately 4"(101.6 mm) up from the eave MR etr w -Tr edge free of foam to prevent the expanded adhesive $ W `' from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm2)of eo adhesive contact with the underside of the tile Pesda 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below FWL WPTo#1inT1lQ the second course line positioned foam paddy under the strengthening rib for flat tile,or under the NaflMmugh plasficcenvat Slr4e paMyun undo We pan portion of the tile,closest to the underlock for twhe►mnuttedi �. a. j the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive ,�Pad.4 tur�du ffleP mat contact with the underside of the tile. s �yy (Instructions continued on next page) 4X4in" r`4ino" , nine-t — Eave Clawre Ea•e Ceacree F '� } FMda Mad . . .... ...... iinn PrefileTile • • • • •••••• • •••••• • •••e•• • • • • • •••• • •• ••••• •••••• •••• 00:0 0• •••••• • • • • • • •••••• ••••% be a • • NOA No.: 16-0315.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nall mmuga plastic ce Single paddy under file twhenregolredJ 3. Also apply a 2" (50.8 mm)x 4"(101.6 mm)x'/4" pays ti�i (19 mm)paddy on top of the eave course tile f�acse� Paddy Catrr cllel surface as shown,on top of the strengthening rib = mnatk for flat tile or on top of the pan portion of the tile, 4�ti rte' closest to the underlock of the first course of tile. dy Install second course of tile.Insure approximately „ x4ifl w 9(58.1 cm)- 11 (71cmz)square inch adhesive contact with the underside of the tile at the overlap 2x4ine z z and 7(45.2 em )-9(58.1 cm )square inch Pa an 40, adhesive contact with the underside of the tile at " the head of the tile.Continue in same manner. Ewe Came—`� i. da Lwedaswe twin 4 21n Ddped ge High Pwfliente . . .... ...... •••••• • •••••• • •••• • •• ••••• •• •• •• • ••••••• •••••• • • • • • • •••••• NOA No.: 16-0315.01 MIAMI•DADECOU Expiration Date: 05/10/17 Approval Date:04/07/16 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" inponceenoughhepantiltoacWieveesto70sy,In. Steep pitch red)applications 50.8 mm x 10" 254 mm x 1" 25.4 mm foam in contact with the pan tile. (when required) ( ) ( ) ( ) 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as to t In.him outside edge of covet,tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25sq.in.contactarea. -F��o tiles from rocking until adhesive has a chance to Underlayment y `��yr' cure. ' ♦... 'M 'kit O O W� 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm'-)—70(451.6 cm2) square inch adhesive contact with the underside lv ppy �w of the pan tile. � �. Sheathing Eave closure (motarshown) 3. Turn covers upside down exposing the underside Weephole Fascia Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top pardon of the eave course cover tile.AWt to second 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 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. 6000•. . . .00. ..•••. 5. When additional nailin 2jrjguired:Y &f-".8 ....:. mm)x 4"(101.6 nim)gggers or the tie Wire 6 6 system using galvanize4sWnless s4el,or :0000: copper wire and compatilbWerails mny%cautsed. eeee. •eee•• •ee• •e••• • 6666•• • • END OF THIS ACCEPTANCE e ' see*:*e66e• NOA No.: 16-0315.01 MIAMI-DADECOUNTY Expiration Date: 05/10/17 r Approval Date:04/07/16 Page 11 of 11 IAM MIAMI-DADE COUNTY r PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 1805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Polyglass USA Inc. 1111 W.Newport Center Drive Deerfield Beach,FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately 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 witUMa Isection • . 0000 0000:0 of this NOA shall be cause for termination and removal of NOA. .. 0000.0 0.0000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,�Fo>:da, and followed. b the expiration date may be displayed in advertising literature. If an portion of the N. is dis la sd then• •• Y p Yg YP •Y it shall be done in its entirety. 000000 • •' • 0000.. 0000 0000. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer*&i"distributocs and •• • shall be available for inspection at the job site at the request of the Building Official. •:•: 0. ' • 0000.. • .0000. This NOA renews and revises NOA No.14-0717.08 and consists of pages 1 through 8. •••"' The submitted documentation was reviewed by Gaspar J Rodriguez. •• •.; 4NA— NOA No.: 15-0410.04 0E Expiration Date: 09/13/21 a Approval Date: 08/11/16 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65'x 3'3-'/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 3'3_3/8" 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 31-1/8" 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#I &#2 underlayment. Polystick TU P 32'10" x 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 3'3'/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#I &#2 Polystick MTS 65'8"x 3'3'/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyo),ef"c film Location#2 on the upper surface for use as an ugderlayrAent for metal••••• roofing,roof tile,slate tiles and Arngle underlaypnent. •• ••• •• ...... Polystick MTS Plus 65'8"x 3'3'/8" TAS 103 A homogeneous,rubberized asp�iaK.Xaterproofwg • Manufacturing �?�pof o 60 mils thick membrane,glass fiber reinforce lefinio film ••••• y • Location#2 on the upper surface for use as�a "iderlayl;ent for metat•;••• roofing,roof tile,slate tiles and ating4e undjrlltj ftnt. .. .. .. . ...... Elastoflex S6 G 32'10" x 3'3-%" TAS 103 and Polyester reinforced, SBS modj�fjgA;Lumen membrane •� ASTM D 6164 with a sanded back face and a 1panule top surface-F or Manufacturing •••••• use in roof the underlayment systems.• Location#2 '••••• NOA No.: 15-0410.04 riM 0E�p� � Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton,PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Ageney Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 &D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 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-SCI 0130.06.16-3 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&G 15 5 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23D8B TAS 103/ASTM D4798 &G155 02/18/10 DX23D8A TAS 103/ASTM D4798 &G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility and the following statement: "Miami-Dade County Product Contro4 Al%roved" or the Miami-Dade County Product Control Seal as shown below. ••• 0000 0000.. 0000.. • MIAMMADECOUNTY •••••• • •••••• ,0000 • 0 • • 000006 0000•• 0000 •• • • • • • • • • 0000• BUILDING PERMIT REQUIREMENTS: •••• •• • 0000.. •• 0000. • •• 0000.. Application for building permit shall be accompanied by copies of the following: •• 0• •• • ••0••• • • 1.This Notice of Acceptance. 0 • 0 • • 000000 0000•• • . 2.Any other documents required by the Building Official or applicable building code in orderto pr�erly�v�luat;the ;•••• installation of this materials. •.: tE cesa ryNOA 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. 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. •••• • • 0000 ....:. Membrane: Polystick TU Plus,self-adhered. . 0 • .. 0000.. Surfacing: See General Limitations Below. 0000.. 0 0.0000 0 • 0000.. 0000.. 0000 00 • • • 0 0 . . • 0000. 0000 .. 0000.. 00 0000 0000. • 0000.. 0000.. • 0000.. 0000.. • 0000.. NOA No.: 15-0410.04 arrrr 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. •T4"deck shall be free of irregularities. 000000 6660.9 • 5. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick=iT P,PQ";ek TU 6.60;. Plus,Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pr*o jc;s@,tag roof membrane. 0 6666.. as a recover system. 0 .. 00. • 6. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,PolystiEKYU P,Pol�ystic k TU s�,• Plus,Polystick MTS and Pol stick MTS Plus shall not be left exposed as a tem ora "roottor to erth the Y Y p P 00 .. "►0 $n ....6. amount of days listed in the table below after application. Polyglass reserves the right to re vise or alter product 6' exposure times;not to exceed the preceeding maximum time limitations. 0 6 6•••:• 6666. Ex osure Limitations Das • • ' -:0646: MTS IR-Xe Elastoflex TU TU P Tile Pro Dual Pro •TVMax ORUTgPlus 0 S6 G Plus so 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 fE� NOA No.: 15-0410.04 Expiration Date: 09/13/21 I�Laa2kuzl now Approval Date: 08/11/16 Page 5 of 8 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 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,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. Rooting Tiles .. (6 Max Per Stack) J 1 fL \ \\ \\\ P • ••••• ••••;• • • Roof Dea,prgmredwith Pt)LY511r_KTU 1 •••••• • •••••• •.. f-usIII •• •' •••• •••••• •••• ••••• •• •• •• • •s•••• • • • • • •••••• ...•• • • NOA No.: 15-0410.04 f�oarc�trr 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 V 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 u'td a$all proiects Tor •••,o• pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 6 '/a"/142"'i p'recauti m-vs6uld bg...;. taken,such as the use of battens to prevent tile sliding during the loading process. ••• • :**,Be* 7. Minimum cure time after membrane installation&before loading of roofing tiles is Foge�xEtght(483%otfrs. • • .... . .. ..... 8. Polystick membranes may not be used in any exposed application such as crickets,expos%4 lleys,qr osed ..:..� roof to wall details. ..'..• •••• 0 •••••• 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus VPVtlium Modified ...„• Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Moctfied•• . Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,kjcl vtd by O,pgtch of the:••'•: Polystick material of like kind should be set and hand rolled in place over the area needing such repair.fAhing 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 �C Expiration Date: 09/13/21 CWM � Approval Date: 08/11/16 Page 7 of 8 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE 0000 see • 0000.. 0000 • .. • 0000.. • .99999 9..99. 0 0000.. 0000 .. 0 . 0 0 . . 0 0000 . .0 0000. 0000.. 00:00 0000. . . . 0000 .. 0000.. • 0.99. . 0 9 • • 0 0000.. 0000.. 0 9 . . .0009. 99 ... . 00 NOA No.: 15-0410.04 r «� Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 8 of 8