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RF-17-1913Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 � lg -.Zo 6 z dos,cl Inspection Number: INSP-000595-2018 Scheduled Inspection Date: October 12, 2018 Inspector. Naranjo, Ismael Owner: OCA CORP IRS Address: 148 NW 96 ST Miami Shores , FL 33150 Project: <NONE> Contractor: A & E BROTHERS ROOFING, INC ENDURYS EDDY ESPINOSA Permit Number: RF-7-17-1913 Permit Type: Roof V Inspection Type: in -Progress Work Classification: Tile/Flat Phone Number: Parcel Number. 1131010240290 Phone Number: 3052290471 Building Department Comments RE -ROOF TILE AND FLAT TILE IS SPANISH S REPLACED WITH RF18-2082 Checklist Item General Comments Passed Passed False Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Comments Inspector Comments October 11, 2018 For Inspections please call: 305-762-4949 Page 14 017 RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC1330595 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 ESPINOSA, ENDURYS A & E BROTHERS ROOFING:1NC. 8400 SW 37TH STREET MIAMI FL 33155- ISSUED: 08/11/2016 DISPLAY AS REQUIRED BY LAW KEN LAWSON, SECRETARY SEQ # L1608110002115 Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 7126709 BUSINESS NAME/LOCATION A & E BROTHERS ROOFING INC OPERATING IN MIAMI DADE COUNTY OWNER A & E BROTHERS ROOFING INC C/O ENDURYS E ESPINOSA PRES Worker(s) 1 RECEIPT NO. RENEWAL 7489248 LBT EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 PAYMENT RECEIVED BY TAX COLLECTOR 75.00 08/24/2016 This Local Business Tax Receipt only confirms payment0202-16-002092 permit, or a certification of the holders qualificatis, to do business. Holders must comply wiTax. The th anyt is y g a glovernmental or nongovemmental regulatory laws and requirements which apply to the business. 9ovemmantal The RECEIPT N0. above must be displayed on all commercial vehicles - Miami -Dade Code Sec Ba-276. For more information, visit www.miamidade aov/ta_ xcolle t or SEC. TYPE OF BUSINESS 196 SPECIALTY BUILDING CONTRACTOR CCC1330595 #101"i il ---4- - (1 S;iiviiinse ..iaix. - • Av. , ORNER LICENSE CLASS t Iry ezi5-205-85-428-0 etimpz-v..; E ' .V.S*4140F. 400 SW ST ST MAPalli t. 33155.120 DOS A 1-2T3-19135 SOC. *UED ca41-2ook S EllPtitES 1946-701 * fEESI . •01:•_,' ....- ..- .." ' REPLASLETY 10-17-2ti .!. SikF VER "mei • .ous ve•••0 t ro,...e, CeP,peret —. —.— Policy NumberSES1525327 Date Entered2/11/2017 ACORU® `� CERTIFICATE OF LIABILITY INSURANCE DATE (MWDDPYYYY) 2/11/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW-, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER De Zayas Insurance 10110 SW 107 Ave. MLAMI , FL 33176 CONTACT Alex Blanco (A/C. No. Est): t305) 274-1234 FAX No): (786) 472-6807 MAIL AALEX@DEZAYASINSURANCE.COM ADDRESS: INSURER(S) AFFORDING COVERAGE NAIL # INSURER A :Interstate Fire & Casualty INSURED A & E BROTHERS ROOFING, INC. Mr ENDURYS ESPINOSA 8400 SW 37th St Miami, FL 33155 INSURER B : INSURER C : INSURERD: INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (MMIDD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY SES1525327 2/7/2017 2/7/2018 EACH OCCURRENCE $ 1 , 000 , 000 CLAIMS -MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5 , 000 PERSONAL & ADV INJURY $ 1 , 000 , 000 GEN'L XPOLICY AGGREGATE OTHER: LIMIT APPLIES 'E PER: LOC GENERAL AGGREGATE 00 $ 2 , 0 , 000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE UABIUTY ANY AUTO OWNED SCHEDULED AUTOS NON -OWNED AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA UAB EXCESS UAB O OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A PER STATUTE OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Roofing Contractor: CCC1330595 'CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE 2 Avenue Miami Shores, FL 33138 fax# 305-756-8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Produced using Forms Boss Plus software. www.FormsBoss.com: Imoressive Publishing 800-208-1977 IN THE CIRCUIT COURT OF THE ELEVENTH JUDICIAL CIRCUIT IN AND FOR MIAMI-DADE COUNTY, FLORIDA Us Bank Na, Plaintiff(s) / Petitioner(s) VS. Da Zara, Lara Perrone, , et al. Defendant(s) / Respondents(s) 1111111 IIIII IIII I IIIII IIIII IIIII INN IIN IIII CFN 2017R0393383 OR BK 30607 Ps 3823 (1Pss) RECORDED 07/11/2017 13:59:08 DEED DOC TAX $1►472.4f1 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA GENERAL JURISDICTION DIVISION Case No: 2014-030495-CA-01 Section: (Section, CA 24) Doc Stamps: $1,472.40 Surtax: $0.00 Consideration: $245,400.00 CERTIFICATE OF TITLE The undersigned clerk of the court certifies that a Certificate of Sale was executed and filed in this action on June 22, 2017, for the property described herein and that no objections to the sale have been filed within the time allowed for filing objections. The following property in Miami -Dade County, Florida: THE WEST 112 OF LOT 9 AND ALL OF LOT 10, BLOCK S. BONMAR PARK. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 17. PACE r1. OF THE PUBLIC RECORDS OF' MIAMI-DADS COUNTY, FLORIDA. PROPERTY ADDRESS: t4S'NW 96TH ST. MIAMI SNORES; FL 3315Q was sold to: OCA CORP. AS TRUSTEE OF 326 FLORIDA LAND TRUST DATED JUNE 19 2017, WITH POWER TO PROTECT, CONSERVE AND TO SELL OR LEASE AND ENCUMBER OR OTHERWISE TO MANAGE AND DISPOSE OF SUBJECT REAL ESTATE P.O. Box 490915 Key Biscayne, FL, 33149 0,3 C,. C_ r- 1 WITNESS my hand and the seal of this court on July 07, 2017. Harvey Ruvin, Clerk of Courts Miami -Dade County, Florida Rev. 10I51009 1 Book30607IPage3823 CFN#20170393383 Page 1 of 1 Florida rDepartment of State Department of State / Division of Corporations / Search Records / Detail By Document Number / DIVISION OF CORPORATIONS Detail by Entity Name Florida Profit Corporation OCORP�- "►Eiling 16f rmation Document Number P11000004672 FEI/EIN Number 27-4682262 Date Filed 01/13/2011 State FL Status ACTIVE Principal Address 675 HARBOR DRIVE KEY BISCAYNE, FL 33149 Mailing Address 675 HARBOR DRIVE KEY BISCAYNE, FL 33149 Registered Agent Name & Address 675 HARBOR DRIVE, 2nd Floor KEY BISCAYNE, FL 33149 Name Changed: 01/09/2015 Address Changed: 01/09/2015 Officer/Director Detail Name & Address Title P -�J1C%ANh�SALIN "675 HARBOR DRIVE KEY BISCAYNE, FL 33149 Annual Reports Report Year Filed Date 2015 01/09/2015 2016 01/25/2016 2017 03/18/2017 Document Images 03/18/2017 — ANNUAL REPORT 01/25/2016 — ANNUAL REPORT 01 /09/2015 -- ANNUAL REPORT 01/16/2014 — ANNUAL REPORT 02/14/2013 — ANNUAL REPORT 02/12/2012 — ANNUAL REPORT 01/13/2011 — Domestic Profit View image in PDF format View image in PDF format View image in PDF format View image in PDF format IView image in PDF format View image in PDF format IView image in PDF format I cicada Department cf Rate, Division of Corporations Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 7Jc 5) 17 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: St) 1 Ct Property Address: / N U J '7 (p 6 (A _: � C. Roofing Permit Number: Dear Building Official: I 9A L uA A N t certify that I am not required to retrofit the roof to wall connections of my bujlding because: bn The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature a Print Name V State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this a Notary Public, Sate of Florida at Large day of .g oilti a0t7 R d AcosrA REINALDO ACOSTA MY COMMISSION # CC000692 -7;yo ?? EXPIRES June 09, 2020 • When the just valuation of the structure for purpose of ad val equal tEltrWititlIgi3143003,1300.00, a id the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hu ricane Mitigation. Revised on 5/21/2009 Page 1 of 1 i i; Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3101-024-0290 Property Address: 148 NW 96 ST Miami Shores, FL 33150-1715 Owner OCA CORP TRS 326 FLORIDA LAND TRf Mailing Address PO BOX 490915 KEY BISCAYNE, FL 33149 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 2 Living Units 1 Actual Area 2,014 Sq.Ft Living Area 1,610 Sq.Ft Adjusted Area 1,644 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1946 Assessment Information Year 2017 2016 2015 Land Value $203,198 $203,198 $149,803 Building Value $114,422 $114,422 $114,422 XF Value $15,000 $15,000 $10,200 Market Value $332,620 $332,620 $274,425 Assessed Value $299,732 $272,484 $247,713 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $32,888 $60,136 $26,712 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41 BONMAR PARK PB 17-11 W1/2 OF LOT 9 & LOT 10 BLK 5 LOT SIZE 75.000 X 123 COC 26123-0603 05 2007 1 Generated On : 7/24/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $0 $0 $0 Taxable Value $299,732 $272,484 $247,713 School Board Exemption Value $0 $0 $0 Taxable Value $332,620 $332,620 $274,425 City Exemption Value $0 $0 $0 Taxable Value $299,732 $272,484 $247,713 Regional Exemption Value $0 $0 $0 Taxable Value $299,732 $272,484 $247,713 Sales Information Previous Sale Price OR Book - Pa a 9 Qualification Description 07/07/2017 $245,400 30607- 3823 Federal, state or local government agency 01/30/2008 $212,882 27548- 1674 Sales which are disqualified as a result of examination of the deed 05/01/2007 $494,334 26123 0603 Sales which are qualified 11/01/2005 $560,000 23979 4706 Other disqualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/24/2017 2017 FLORIDA PROFIT CORPORATION ANNUAL REPORT DOCUMENT# P11000004672 ' Entity Name: OCA.CORP Current Principal Place of Business: 675 HARBOR DRIVE KEY BISCAYNE, FL 33149 Current Mailing Address: 675 HARBOR DRIVE KEY BISCAYNE, FL 33149 FEI Number: 27-4682262 Name and Address of Current Registered Agent: iSAL'_INA JIVANI, ESG2t 675 HARBOR DRIVE, 2ND FLOOR KEY BISCAYNE, FL 33149 US FILED Mar 18, 2017 Secretary of State CC0365857829 Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE:` SALINA JR NI- 03/18/2017 Electronic Signature of Registered Agent Officer/Director Detail : Title Name Address City -State -Zip: P JIVANI, SALINA 675 HARBOR DRIVE KEY BISCAYNE FL 33149 Date I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: SALINA JIVANI DIRECTOR 03/18/2017 Electronic Signature of Signing Officer/Director Detail Date Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: JaJi r' L. S U CH L) i Property Address: NA? N 164, St" Roofing Permit Number: Date: 7 (1-1 I ? Dear Building Official: 60th)S >✓ eSo) IJOS certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Signature State of Florida County of Dade Print Name ,c.)C%U f"I 5 GASP),) OS The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this ..2Lk day of Sv /1 20 / 7 Notary Public, Sate of Florida at Large (SEAL) Revised on 5/21/2009 REINALDO ACOSTA MY COMMISSION # GG000692 ti , F Fl �: +•• * EXPIRES June 09, 2020 O 1427i 3Vu-0153 F oIidallo:aryService.com FINAL COMPLIANCE Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # INSPECTION AFFIDAVIT e v d U et/5 e es p v ©S t licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) License #: C-r? /3 3 0545 DATE: 7 /a 7 FS 468 Building Inspector On or about y.a2 (L/ , I did personally inspect the roof deck nailing (Date & time) work at 1Lig N 96 (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_8 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 2 (71 day of Notary Public, Sate of Florida at Large cO17 REINALDO ACOSTA (407i3C6-U153 EXPIRES June 09, 2020 FlaiddNo:e.:yScrvice corn 2 *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 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to b enailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4./.� Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can a viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not •!erloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. )2/731)1/ Owner/Agent's Sign 7 /0 f 1 _yate Contractor i ure Dale iy8NW5(' Property Address //-I;0/1/ j ke /e Revised on 7/9/2009 LD;07/01/2015; Permit Number ' Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Issue Date: 7/31/2017 Permit NO. RF-7-17-1913 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 01/27/2018 Applicant 148 NW 96 Street Miami Shores, FL 33150- 1131010240290 Block: Lot: OCA CORP TRS Owner Information Address Phone Cell OCA CORP TRS 148 NW 96 Street MIAMI SHORES FL 33150- 148 NW 96 Street MIAMI SHORES FL 33150- Contractor(s) A & E BROTHERS ROOFING, INC Phone (305)229-0471 CeII Phone Valuation: $ 18,700.00 Total Sq Feet: 2695 Type of Work: Re Roof Additional Info: RE -ROOF TILE AND FLAT TILE IS SPANI Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $11.40 $4.50 $4.50 $3.80 $300.00 $9.00 $15.20 $848.40 Pay Date Pay Type Invoice # RF-7-17-64693 07/26/2017 Cash $ 50.00 $ 798.40 07/31/2017 Check #: 1954 $ 798.40 $ 0.00 Bond #: 3469 Amt Paid Amt Due Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named tractor to do the work stated. Authorized Signature: Owner / Applicant rector Agent July 31, 2017 Date Building Department Copy July 31, 2017 1 7\,05ctio4 Td..ct.re_ke sig' --38c25 Florida Building Code 5th Edition (2014) JUL 2 6 WI High -Velocity Hurricane Zone Uniform Permit Application For in Section A (General Information) f ; aster Permit No. Process No Contractor's Name s g3 .6� al A g_ im_ .lob Address 14'Ai(-4/ o S 7 9 Q o o 0 Q Section B (Roof Plan) o SkOtcti " oof Plan: illustrate all levels and sections, roof drains, scuppers, overflow 9 sc r . and overflow drains. include dimensions of sections and levels, clearly °' Idbflgff dimensions of elevated pressure ,.:4, es and location of parapets. ■!■■■r.r ■r■■ ■ ■■/ !■!■■■■■r■■rrlr'mp•••■■•1 r ■■■■!■■■■■■r■ ■■■■!■■■■■■ ■!!e rsum m■m■r--- A-.- r�r.• �reo .2" /T■■!■■Q■■r■■■CQ Crf■!■■■C ■■rwiwQQ■■■ill ■C■i�(I !! 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Mai ■ ■ ■ my r:..CEC:i�r. 11111IrirrQQQC:1a,.■�■■■ ; �rimer ROOF CATEGORY lope ❑ Mechanically Fastened The Mortar/Adhesive Set The 0 Asp r ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shin . Ies" ere w F 0 Prescriptive BUR-RAS 150 Gas Vent Are hStac ? YesLI NgkJ ROOF TYPE Type: NaturalQ LPGXO a ' oof "Re -Roofing 0 Recovering ❑ Repair El Maintenance . ROOF SYSTEM INFORMATION z Laa. MI: Roof Area (SF) Steep. Sloped Roof Area (SF) Total (SF) �( 1. '"1 (, 2 C c( 2, 6 Ps ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • °Delivering Excellence Every Day" N IANII 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. 501 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. .5(7 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 s stem 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 with the requirements of:; Chapter 15 and 16 herein and the Florida Building Code, Plumbing. IS't 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. . • . Owner's/Agent's Signature: A ,Anil is , . Contractor's Signature: �t.., . Property Address: ..... .. . . • . . .. . . .. . bafe: / Perris Number. .g /v..�..'� . .. .... ....... • • • ... • • • . .... . • . • ..... •• . . . • ...... • .... .... . . .... • Tile Roof System MIAMIDE COUNTY "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System !EAGLE ROOFING PRODUCT LLC Notice of Acceptance Number (NOA): -c(z140D8I Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: -39.1 P 2: I-68.1 I P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 38.7 psf Fill In the specific roof assembly components. If a component is not required, Insert not applicable (n/a) In the text box. Roof Slope: 13 Roof Mean Height: '112" 114 Method of Tile Attachment: ft. I --Adhesive, Medium Paddy Polyfoam Polypro-- Alternate Method of Tile Attachment per NOA: INA Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: I-3" face 26 ga.-- I--Galvanized Metal -- I 1-1/4 RS NAIL 4" OC Hook Strip/Cleat gauge or weight: Select Hook Strip — Deck Type: 1--5/8" Plywood -- Optional Insulation: INA Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: NA Basesheet Type: IASTM FELT 30# D226 Fastener Type for Basesheet Attachment: I1-1/4 NAIL & TIN CAP 1-5/8 Tile Underlayment (Cap Sheet ) Type: POLYGLASS TU PLUS Tile Underlayment Attachment Method: SELF ADHESIVE Tile Profile: EAGLE CAPISTRANO PRODUCT • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • •• • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• Section e 2 MIAMF COUNTY "Delivering Excellence Every Day" Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based the systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method Is acceptable. P 1: P 2: P 3: 1-39.1 1-68.1 1 -100.7 xX x1. xA 0.277 0.277 0.277 1 10.63 1 18.86 127.89 - Mg: - Mg: - Mg: 6.99 6.99 6.99 =Mrl: = Mr2: = Mr3: 3.84 111.87 1 120.90 5 38.7 138.7 1 36.7 NOA Mf NOA Mf NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P1: P2: P3: x1: x1: x1: x W; x w: W: t - W: - W: =L I W: Fr1: xcos 8:n=Fr2: = x cos 8: n = Fr3: Where to Obtain Information to complete tile calculations 5 NOA F' NOA F' NOA F' Description Symbol Where to Find Design Pressure g P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier a Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I =length w = width Product Approval (NOA) • • • • • •• • • • • • • • • • • • • • • • • • • • •• .••• •• • • • • • • • • • • • •• • • •• •• • • • • • • • • • • •• • • • • • • • • •• • • • • • • •• • • • •• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI-UADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strcct, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control 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: Capistrano Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0223.20 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI•DADE COUNTY APPROVED NOA No.:I6-0314.08 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 1 ot7 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • •• • • • • ••• • • • •• ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Capistrano Concrete Tile Lenght = 17" Width = 121/4" Thickness ='/i' Trim Pieces Lenght = varies Width = varies varying thickness MIAriwnpe COUNTY APPROVED Test Specifications TAS 112 Type la Class I11 TAS 112 Product Description High profile concrete roof tile. For direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.:16-0314.08 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 2 of 7 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • •• • • • • • • • • •• • • • • • • • ••••• � • • 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. ATL of South Florida MIAMIOADE COUNTY APPROVED Test Identifier ERPF-001-02-02 7161-03 Appendix III Letter Dated Aug. 1, 1994 P09647-01 P0402 94-083 94-084 25-7094-(3, 6 & 9) 25-7120-(I & 2) 25-7183-(3 & 4) 25-7214-(3, 4, &7) 25-7804-4 520111-3 520191-2-1 Calculations RT1211.02-I5 Test Namc/Rcport TAS-112 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier TAS-112 Date Aug. 2006 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 12/17/15 NOA No.:16-0314.08 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page3of7 • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • • • •• • • • • • • • •• • • • • • • • • • • • •• 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight-W (Ibf) Length-1 (ft) Width-w (ft) Capistrano Concrete Tile 10 1.417 1.04 Tile Profile Capistrano Concrete Tile Table 2: Aerodynamic Multipliers - A (ft3) A (ft') Batten Application 0.300 A (ft3) Direct Deck Application 0.277 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7":12" Capistrano Concrete Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.68 6.99 6.57 6.88 6.44 6.73 6.28 6.56 6.10 6.38 MIAMI•DADE COUNTY APPROVED NOA No.:16-0314.08 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 4 of 7 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • • • •• •••• • • • •• • • • • • • • • • • • •• Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Capistrano Concrete Tile 2-1Od Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2-10d Ring Shank Nails1 33.1 48.1 45.2 1. Installation with a 4" tile headlap and fasteners are located a min. of 2Y" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 10.7 grams. ICP Adhesives Polyset® AH-160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile ICP Adhesives Polyset® AH-160 66.53 ICP Adhesives Polyset® AH-160 38.74 3 Large paddy placement of 63grams of Polyset® AH-160. 4 Medium paddy placement of 24grams of Polyset® AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Capistrano Concrete Tile Mortar Set5 24.5 5 Tile-Tite Roof Tile Mortar. MIAMI-DADE COUNTY APPROVED NOA No.:16-0314.08 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 5 of 7 • • • • • •• • • • • • • . • • • • • • • •• •• • • • • • • • • • • •• • •••• • • • • • • ••• . • • .• • •• . • • . • •• • • • • • • • •• • • • • • • • • • • •• 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAithfr FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. MIAM.DADECOUNTY APPROVED NOA No.:I6-0314.08 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 6 of 7 • • • • •••• • • • • •• • ••• • • • • • • • • • • • •••• •• • • • • • • .• • • • • • • . •• • • •..• • • • • . • • • • • •• • •••• • •• • .• • • • ••• • • • •• •• ••••• • •• • • PROFILE DRAWING NAIL HOLE 110 • -. 1�2f1ra� • . •• •• 1'' MIAMFDADE COUNTY APPROVED CAPISTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE •••• • • •••• ••• • • • •• • • • • • •••• •• • • •• • • • • • •••• • • •• NOA No.:16-0314.08 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 7 of 7 • • • • • • • • • • •• • •••• • • • •• • • • • • ••• • • • • • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miam i d ade.eov/econoanv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.14-0717.08 and consists of pages 1 through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 1 of 8 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • • • •• • • • • • • • •• • • • • • ••• • •• ROOFING COMPONENT APPROVAL Cate2orv: Roofing Sub-Cate2orv: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR-Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location # 1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location # 1 & #2 Polystick MTS Manufacturing Location 112 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 MIL0J110ADE COUNT" � a Dimensions 65' x 3'33/8" Or65'x3' 60 mils thick Test Specification ASTM D 1970 61' x 3'3 3/a" TAS 103 and 60 mils thick ASTM D 1970 61' x 3'33/8" TAS 103 and 60 mils thick ASTM D 1970 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile underlayment. 32'10" x 3'33/8" TAS 103 and A rubberized asphalt waterproofing membrane, glass- 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. 65' x 3'33/8" TAS 103 and 80 mils thick ASTM D 1970 65'8" x 3'33/8" TAS 103 60 mils thick 65'8" x 3'33/8" TAS 103 60 mils thick 32' 10" x 3'3 3/e" TAS 103 and ASTM D 6164 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 2 of 8 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • • • •• • • • • • • • •• • • • • • • • • • • • •• MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Test Azency Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. EVIDENCE SUBMITTED Test Identifier I'10870.09.08-R1 PI 0870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-I PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report Date TAS 103 TAS 103/ASTM D4798 & G 155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & DI970 ASTM D 1623 ASTM D6164 TAS 103, TAS 110 & ASTM DI623 ASTM D1623 TAS 103 & TAS 110 ASTM D 1970 & TAS 110 TAS 103 & TAS 110 ASTM D1970 & TAS 110 TAS 103 TAS 103 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 08/07/12 07/02/13 05/12/14 10/03/14 10/07/14 10/17/14 06/27/16 06/27/16 09/29/06 12/10/07 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMIDADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 3 of 8 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • ••• • • • •• • •• • • • • • •• • ••. • • • •• • • • • • • • • • • • •• INSTALLATION PROCEDURES: Deck Type 1: Deck Description: System Type E(1): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: FRAMIUADE COUNTY Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. 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) 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. See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Pcr FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Elastoflex S6 G, hot asphalt applied See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626. 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) Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Polystick TU Plus, self -adhered. See General Limitations Below. NOA No.: 15-0410.04 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 1 11. 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-'Ys" 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 tilt systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A MANMADE COUNTY NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 5 of 8 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • •• • • • • • • • • • • • •• 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof 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 inay 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 S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro Polystick TU Max Polystick MTS Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 Profiled Tile Prohibited without battens 4:12 6:12 6:12 4:12 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. F 'ol Oax Orepored ,o h P_.1anr. nJ Pic Roofing nixs (5 Max. Per Rack) NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 6 of 8 • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • •• • • • • • • • • • • • •• • • •• •• • • • • • • • • • • •• • • • • ••• • • • •• •••• • • • • • • . • • • • • • • • •• • • • • • 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %' metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/:"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to waIl details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 7 of 8 • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • •• • •• • • • • • •• •••• • • • •• • • • • • • •• • • • • • • • • • •• 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 Ibs 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 codcs prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE MANMADE COUNTY � n NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 8 of 8 •••• • • • • •••• • • • •• • ••. • • • •• • • •••• •• • •• • •• • • ••.• • •• • • •• •• • • • • • • • •••• • • • •• • • • • • • •• • • • ••• • MIAMI COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.mia mid ade.eov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 14-0805.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 1 of 11 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • •••• • • • • • • •s• • • • •• • •• • • • • • •• • • • • • • • •• • • • • • • • • • • • •• 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: Dimensions Test Product Description Specifications N/A TAS 101 Two component polyurethane foam adhesive Product ICP Adhesives Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft' 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change ®l 58°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI•DADE COUNTY APPROVED NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 2 of 11 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • •• • •• • • • • • • • • • • • • • • •• • •• • • • • • •• • • • • • • • •• • • • • • • • • • • • •• EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94• • • • 01-6739-062b[1] ASTM E 84 01/16/95 • • • ▪ • ▪ • •••• 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 ••.• • •• • • • • • • • • 528454-2-1 TAS 101 10/23/98 • • ' 528454-9-1 • • • • •.. 528454-10-1 ' • • • • • • 520109-1 TAS 101 12/28/98 • • . 520109-2 • . • • . ' 520109-3 • • • • • • 520109-6 • • • 520109-7 •• • •••• . • • 520191-1 TAS 101 03/02/99 • •• 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset• AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIAMI-DADE COUNTY APPROVED NOA No.: 16-0315.01 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. 1CP 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 RTF1000 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. 1 5 (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. MIAMI-DADE COUNTY APPROVED NOA No.: 16-0315.01 Expiration Date: 05/10/17 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 Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 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 head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per 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. MIAMNJADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY APPROVED NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 5 of 11 • • • • •• • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • •• • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • ADHESIVE PLACEMENT DETAIL # 1 Flat/Low Profile Tile Nell through Nark cemant (when rewired) _ Underl.ym i N.il rMvugh p6•lk.�.•nr.,� (MUM raqukadt / '�.. P+ddr 1e.nedth711.1 MIAMNADE COUNTY APPROVED 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) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile I. 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 underlaymcnt positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x l" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 6 of 11 • • •• • • • • • • • • • • •• • • • • • • • •• • • • • • •• • • • • • • • • • • • •• •• • • • • • • • •• •• •• • • • • • • • • • • • • • • •• • • • • • • • • •• E.v tour.. " ADHESIVE PLACEMENT DETAIL # 2 Nail dttoupb plastic cement (when requir dl Paddy(Benras6Tlla} Und..l.ym.n�{f 1� ti Battens otnionat .;.'t a l,•over. ‘,...;:?>.21<-- MIAMI-DADE COUNTY APPROVED 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 min) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to thc overlock of thc tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 nun) x 10" (254 mm) x 1" (25.4 nun) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 min) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 7 of 11 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • •• • • • • • ••• • • • • • ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall rhnou9h ptastirt cement-, iwhnrraqulredJ / Paddy IB.rr..rh TIN) Udwl+ym.nS>�\ oa t.ns optional . Fexin 1K.phd. Ewe 10 in '� in.�`" �dorurc MIAMI-DADE COUNTY APPROVED High Profile / Single Pan Tile I. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 crn2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile • • • • • • being set. • • ... • • • • • 3. Continue in same manner. Insure approximately 17" • • • • • • (109.7 cm') - 19 (122.6 cm') square inch adhesive • • • contact with the underside of the tile. • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 8 of 11 • • • • •• • • • • • • • • • • • •• • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • ADHESIVE PLACEMENT DETAIL # 3 Flat/Low Profile Tile Mall through plastic cement Single paddy under the Mien required) Paddy (between tiles) Ears Course Medium Profile Tile MIAMI.DADE COUNTY APPROVED Paddy (under reel Faye Closure Fasda 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 Inm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. insure approximately 17-23 in' (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a4"(101.6mm) x4"(101.6mm)x 1"(25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. insure approximately 8-9 in' (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 9 of 11 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • •• • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • . • • • • • • • •• • • ••• • • • • • •• ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High Profll•TII• MIAMI-DADE COUNTY APPROVED 3. Also apply a 2" (50.8 tnm) x 4" (101.6 rnm) x'h" (19 mm) paddy on top of the cave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm') - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 10 of 11 • • •• • • • • • • • • • • •• • • • • • • • •• • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • •• •• •• • • • • • • • • • • • •• • • • • • •• • f • ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq.ln In contact with the pen tile. 2) Turn covers upside down. Place adhesive in to 1 In.from outslde edge of cover tile. Then Install the tile. Ensure 20 to 25 sq.In.contact area. Underlayment Eave closure (motar shown) Weephele Fascia Board Steep pitch applications (when required) Sheathing Remove top portion of the *am course cover tlle.Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are Rush at cave line. Two Piece Barrel - High Profile Tile MIAMI-DADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 1nm) x 10" (254 inm) x 1" (25.4 min) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eavc tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridgc. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 tun) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 11 of 11 • • • • • •• • • •••• • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • •• • • • • • •• • • • • • • • •• • • • • • • • • • • •• 1 •. Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Flinn Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, Identify as NA') System Manufacturer G A l NOA No.: l 50 a o 3. c/ Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: 14a. Pmax2: 9/ . Pmax3: / a ,U Max. Design Pressure, From the Specific NOA S Q System: Dew Type: MWO ci Gauge/Thickness: s/$ Slope: a - S` Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material"` Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Fastener Spacing for Anchor/Base Sheet Attachment Field: _'/oc © Lap. # Rows - © - oc Perimeter.. ' oc @ Lap, # Rows i @ ' oc Comer. ' oc @ Lap, # Rows .- @ 474 oc Number of Fasteners Per Insulation Board i" Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Sheet(s) & No. of Ply(s): S ' 1,"1 B//yh/GSF e o ng ✓te , /sy8 Ply Sheet(s).& No. of PIy(s): /U/4' Ply Sheet Fastener/Bonding Material: Top Ply: 674 r F -6 jej �t 6 Top Ply Fastener/ Bonding Material: 5c/ Surfacing: - - .. • • • • • • • • •♦ ••• • ••• • • • • • - • • • FT. kIo FT. N� Parapet Height plctwoo) • • • •s • • • •• • • • •• • 0410 • • . • • • Mean Roof Height • • • • • • • • • • • •• • • • • • • ••• • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •.. • • • • • • • • • • • • • •. • • • • • • • • • • • 000 • • • ••• • • Edge Nailable Deck ' ' I4IAMI•DADE COUNTY "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Top Ply lnterplies Base Sheet 941 f, .r Roof Deck 4.1 Drip Metal •Y ••• • • • • • • • • • . • •• • • •• • • • • • • • • •• ••• •• • • ••• • • Roof Mean Height: Drip Metal: 114 ft. 3X3 GALV 26G Surfacing: NA Top Ply: GAF TPO FREEDOM Interplies: NA Base Sheet: GAF STORMSAFE Deck Type: PLYWOOD 5/8" • • •• • • • • • • ••• • • • • • • •• • • • • • • • ▪ • • • • • • • • • • •• • • • • • • •• • • • • • • ••• • •• • ••• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • •• •• • • • •• • ••• • • • ••• • TGFU.R1306 - Roofing Systems Page 33 of 45 r 1 Barrier Board (Optional): - One or more layers Georgia-Paciflc Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard" Roofboard", minimum-1/4-in. thick, or United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation (Optional): - Any UL Classified polyisocyanurate or wood fiber or glass fiber or perlite, any thickness, mechanically fastened or fully adhered with hot roofing asphalt or adhered with "LRF Adhesive M" or "TPO LRF Adhesive M Low Temp" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-In. bead or "GAF 2-Part Roofing Adhesive", applied as a nominal 2-1/2 in. bead with a maximum on -center spacing of 12-In. or any UL Classified insulation adhesive, applied per the manufacturer's installation instructions. Base Sheet: - One or more plies Type G1 "GAFGLAS® Ply 4" or 'Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet" or 'Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima"' Base Sheet" or "GAFGLAS® Stratavent® Nallable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane: - Two or more plies "RUBEROID® 20 Smooth" or "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or "RUBEROID® Mop Plus Granule Smooth" or three or more plies Type G1 "GAFGLAS® Ply 4" or 'Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or 'Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane: - "EverGuard® TPO FB Ultra" 45-mil to 80-mil or "EverGuard® Extreme" TPO FB Ultra" 50-mil to 80-mil, fully adhered with hot rooflng asphalt or mechanically fastened or adhered with "LRF Adhesive M" or "LRF Adhesive 0", applied as a nominal 3/4-in. diameter bead with a maximum on -center spacing of 12-In., applied parallel to the slope of the roof. 8. Deck: C-15/32 Incline: 1/4 Barrier Board (Optional): - One or more layers Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard"4 Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation: - Any UL Classified polyisocyanurate, minimum 3-in. thick, mechanically fastened or fully adhered with hot roofing asphalt or adhered with "LRF Adhesive M" or 'TPO LRF Adhesive M Low Temp" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-in. bead or "GAF 2-Part Rooflng Adhesive", applied as a nominal 2-1/2 In. bead with a maximum on -center spacing of 12-in. or any UL Classified insulation adhesive, applied per the manufacturer's Installation Instructions. Base Sheet: - One or more plies Type Gi "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet" or 'Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima"Base Sheet" or "GAFGLAS® Stratavent® Nallable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane: - Two or more plies "RUBEROID® 20 Smooth" or "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or "RUBEROID® Mop Plus Granule Smooth" or three or more piles Type Gi "GAFGLAS® Ply 4" or'Trl-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or 'Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane: - "EverGuard® TPO FB Ultra" 45-mil to 80-mil or "EverGuard Extreme® TPO FB Ultra" 50-mil to 80-mil, fully adhered with hot roofing asphalt or mechanically fastened or adhered with "LRF Adhesive M" or "LRF Adhesive 0", applied as a nominal 3/4-In. diameter bead with a maximum on -center spacing of 12-in., applied parallel to the slope of the roof. 9. Deck: NC Incline: 3/4 Barrier Board (Optional): - One or more layers Georgia-Paciflc Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard"' Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum 1/4-In. thick. Insulation (Optional): - Wood fiber or glass fiber or perlite, 1/2-In. thick minimum, mechanically fastened or fully adhered with hot roofing asphalt or adhered with "LRF Adhesive M" or "TPO LRF Adhesive M Low Temp" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-In. bead or "GAF 2-Part Rooflng Adhesive", applied as a nominal 2-1/2-In. bead with a maximum on -center spacing of 12-in. or any UL Classified Insulation adhesive, applied per the manufacturer's Installation Instructions. Membrane: - "EverGuard® TPO FB Ultra" 45-mil to 80-mil or "EverGuard Extreme® TPO FB Ultra" 50-mil to 80-mil, fully adhered with hot roofing asphalt or mechanically fastened or adhered with "LRF Adhesive M" or "LRF Adhesive 0", applied as a nominal 3/4-in. diameter bead with a maximum on -center spacing of 12-In., applied parallel to the slope of the roof. 10. Deck: NC Incline: 1/2 Barrier Board (Optional): - One or more layers Georgia-Paciflc Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation (Optional): - Minimum 1/2-In. thick wood fiber over any UL Classified polyisocyanurate, any thickness. Membrane: - "EverGuard® Freedom"' TPO HW" or "EverGuard® Freedom"" TPO with Rapid Seam'" Technology" 45-mil to 80-mil or "EverGuard® ExtremeTM Freedom"" TPO HW" 50-mil to 80-mil, self -adhered. 11. Deck: NC Incline: 2 Membrane: - "EverGuard® Freedom"" TPO HW" or "EverGuard® Freedom'" TPO with Rapid Seam"' Technology" 45-mil to 80-mil, self - adhered. 12. Deck: C-15/32 Incline: 2 Insulation (Optional): - Any UL Classified, any thickness. Barrier Board: - Minimum 1/4-in. thick Georgia-Paciflc Gypsum LLC " ens eck® Roofbmrd" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard'" Roofboard" or minimum 1/4-dirT thitlt'Qnil d;tat '.3 sfm Ca.-"SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), mechanically fastened w1thell tatpints In the barrier board staggered a minimum of 6-In. from the butt joints In the plywood deck. • OOOOO • • • Membrane: - "EverGuard® Freedom"' TPO HW" or "EverGuerti® Freedoms" TPO eithsRapid Seam'" Technology" 45-mil to 80-mil, self - adhered. 13. Deck: NC Incljpej j„(fi • • • • • • • • • • • • • • Insulation (Optional): - EnergyGuard"'" or "Energyeuart" NW" ow' nergyGuerd"i rtA'1:or•EnergyGuard'" RN" or "EnergyGuard"' RF" or "EnergyGuard"' Ultra" or "EnergyGuardTM NH Ultrt r;r "EildtgyGuprir ItVor woQc be€eglass flber or perlite, any thickness. Cover Board (Optional): - 1/2-in. thick "EnergyGuard'" HD" or 1/2-In. thick "Energyuard'" HD Plus" or "EnergyGuard"' NH HD" or "EnergyGuardTM NH HD Plus", mechanically fastened. Slip Sheet (Optional): - One ply "StormSafeT"'", mechanically fastened. Membrane: - "EverGuard® Freedom"" TPO" 45-mil td 1, selfidgerld.••• • • • • •• • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://database.ul.com/cgi-bin/XYV/template/LI SEX*/1 FRAME/showpage.html?name=T... 3/17/2017 .. w DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 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: : GAF EverGuard® FreedomT" TPO HW, EverGuard Extreme® Freedom"' TPO HW and EverGuard® Freedomm TPO with RapidSeamTM Technology Single Ply Roofing Systems over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shaH4 tro vided t® tke y ser by the manufacturer or its distributors and shall be available for inspection 4$hg1Ob$it$ 4txieTgquest of the Building Official. • • . • • • • • • This NOA revises NOA No. 14-0403.06 ant1 corfs1Sts cft'pagts 1•tl rotgh 17. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI.DADE COUNTY APPROVED • • • • • • ••• • • • • . • • ••. • • • . . • . • •• • • • • •. .•• -w . . ••. • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.kov/economy NOA No.: 15-0203.24 Expiration Date: 09/15/19 Approval Date: 05/14/15 Page 1 of 17 Membrane Type: TPO Deck Type 1I: Wood, Non -Insulated Deck Description: Min. 15/32 in. thick CDX plywood secured 6 in. o.c. at panel ends and intermediate supports with 8d ring shank nails to wood supports spaced 24" o.c. System Type E(3): Anchor sheet is mechanically attached to the deck. Membrane is fully adhered to the anchor sheet. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: VersaShield® Fire Resistant Roof Deck Protection or Topcoat FireOut'' Fire (Optional) Barrier Coating applied per manufacturer instructions. Anchor sheet: StormSafe' Anchor Sheet is mechanically fastened to wood deck with Miami Dade approved tin -caps and nails at 6" o.c. in the 4" laps and 6" o.c. in two equally spaced staggered rows in the field (14-5/8" row spacing). Membrane: EverGuard® Freedom' TPO with RapidSeam' Technology adhered to the anchor sheet with a minimum 6" side lap fully self -adhered and rolled with a weighted roller. Or EverGuard® Freedom'' TPO HW or EverGuard Extreme® Freedom' TPO HW adhered to the anchor sheet and rolled with a weighted roller. The 3" side laps are sealed with a 1.5" wide heat weld for automatic machine welding. Weld width shall be a minimum 2" width for hand welding. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions. Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard® TPO Batten Seam Profile or EverGuard® TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. Topcoat® Membrane applied at 1 to 1.5 gal./sq. 3. Topcoat® TPO Red Primer applied at 0.5 gal./sq. prior to applying Topcoat® Membrane. Maximum Design Pressure: -45 psf. (See General Limitation #7) MIAMI-DADE COUNTY APPROVED • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • •• • • • • • • •• •• •• • •• •• • • •• •• •• • • • • • • ' • • • • • • • • ••• • •• • ••• • 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • NOA No.: 15-0203.24 Expiration Date: 09/15/19 Approval Date: 05/14/15 Page 16 of 17 . ., • 11 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4, Tri-Ply® Ply 4 and GAFGLAS® FlexPlyTM 6 when used as a mechanically fastened base or anchor sheet. 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 side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') 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 Engineer, 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 and/or RAS 137. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referned wibhin..hh NO•4,•General Limitation #7 will not be applicable.) • . •• • • • • • • •• ••. • • ..• • 10. All products listed herein shall have a.gdaljt, �sSijtarke atjiit in ecordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTAN•CE • • ••• •• ••• •• •. • •• •• • • • •• • •• •••• • ••• •• MIAMI.DADE COUNTY APPROVED • • • 6 • ♦ • • • • • • • . . • • • . • • • • • •.• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 15-0203.24 Expiration Date: 09/15/19 Approval Date: 05/14/15 Page 17 of 17