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RF-19-2865Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 S I r Issue Date:12/16/2019 Location Address Parcel Number 126 NE 108TH ST, Miami Shores, FL 33161 1121360090060 Contacts Permit No.: RF-12-19-2865 Permit Type: Roof Work Classification: Tile/Flat Permit Status: Approved Expiration: 06/01/2020 ROBERTO LIERA Owner FLORIDA ROOFING INC Contractor 126 NE 108 ST, MIAMI SHORES, FL 33161 DOLORES HERNANDEZ 2665 SOUTHBAY SHORE DR ST Business:3055927732 WILLY@FLORIDAROOFINGS.COM Other: 3057588004 Description: RE -ROOF TILE &FLAT Valuation: $ 35,000.00 Inspection Requests: 305-762-4949 Total Sq Feet: 2,100.00 Fees Amount Application Fee - Other $50.00 CCF $21.00 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $7.00 Roofing Fee $250.00 Scanning Fee $9.00 Technology Fee $7.50 Total: $352.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $352.00 Check # 7340 12/03/2019 $50.00 Check # 7361 12/16/2019 $302.00 Amount Due: $0.00 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 re�uired 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 reting co§truction and zoning. Futhermore, I authorize the above named contractor to do the work stated. ��rized Signature: Owner / Applicant / Contractor / Agent Date becember 16, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION UILDING ❑ ELECTRIC Miami Shores Village ENTERED Building Department DEC 03 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BYs __(S;) Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 � _y, ^ FBC 20 l� lX Y ` -Master Permit No. 12 F 12-19 " 2-OV)i Sub Permit No. DA06F ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING [—]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Q AG W l City: Miami Shores MM County: Miami Dade Zi0:331(41 -1Q'5 Folio/Parcel#: " .[.t�- 00q- 00&n Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �n�;� �� . Phone#: Address: t24 City: k4trinal�irn State: • Zip: 31-S Tenant/Lessee Name: Email: CONTRACTOR: Company Name:UI' -1�� Phone#: nVl J�� OCJCJ� Address: ' Li �i j '',,) J J+h City Hi 0216 State: Zip: 31S (2( Qualifier Name: 'Z ne#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: -�/" City: State: Zip: Value of Work for this Permit: $ �i3i i Square/Linear Footage of Work: 2 6 o o— Type of Work: ❑ Addition ❑ Alteration n ❑ New �S ` -Repair/Replace _ ❑ Demolition Description of Work: ! `�C•') T-( 110 (:_ ' c; 1 Specify colorofcolor thru tile:� Submittal Fee $ " >�d Permit Fee $ Scanning Fee $ WN CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ '�G Z CA ,(jZ_C7 Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a ro ed and a reinspection fee will be charged. Signature Signature OWNER or AGENT J�JCONTRACTOR The forre} g instru ent was acknowledged before me this The for oing inArument was acknowledged before me this day of 20 19 by day of © V¢ mhf r 20 l Q by jj n}1PY7b Q Irgwho is personally known to �o`ore, T ue-V-eLA►VJ6Ao is personally known to me or who has produced identification and who did take an oath. NOTARY PUact- Print: Sign: e ? Jexy0-1ct-es Seal: - — — — — •:�inr�8 CLARAVALDES J vP/C�Fi''y Notary Public - State of Florida / My Comm. Expires Mayt153 92022 1 as me or who has produced identification and who did take an oath. NOTARY PUB Sign:_ Print: �'•o'•CLARA VALDES Seal: �' Notary Public - State of Florida B•.N Commission ; GG 215492 •or st� My Comm. Expires May 13, 2022 Bonded through National Notary Assn. as APPROVED BY ` / I 1 I Plans Examiner Zoning Structural Review Clerk OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-009-0060 Property Address: 126 NE 108 ST Miami Shores, FL 33161-7038 Owner ROBERTO LIERA GABRIELA GUEVARA Mailing Address 126 NE 108 ST MIAMI SHORES, FL 33161 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,922 Sq.Ft Living Area 1,215 Sq.Ft Adjusted Area 1,516 Sq.Ft Lot Size 9,300 Sq.Ft Year Built 1946 Assessment Information Year 2019 2018 2017 Land Value $232,690 $232,690 $232,690 Building Value $105,514 $105,514 $105,514 XF Value $794 $804 $815 Market Value $338,998 $339,008 $339,019 Assessed Value 1 $325,271 $319,207 $312,642 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $13,727 $19,801 $26,377 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 5 PB 48-21 LOT 6 BLK 209 LOT SIZE 75.000 X 124 OR 17243-3758 0696 1 Generated On : 10/22/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $275,271 $269,207 $262,642 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $300,271 $294.2071 $287,642 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $275,271 $269,207 $262,642 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $275,271 $269,207 $262,642 Sales Information OR Previous Price Book- Qualification Description Sale Page 29874 11 /23/2015 $385,000 1302 Qual by exam of deed 17243 06/01/1996 $115,000 Sales which are qualified 3758 14496- Sales which are disqualified as a result of 03/01/1990 $0 1272 examination of the deed 11/01/1983 $60,000 11972 Sales which are qualified 2717 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:/twww.miamidade.gov/info/disdaimer.asp i RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY _ Floridpr STATE OF FLORIDA DEPARTMENT OF BUSINESS AN-D.--,PROFESSIONAL REGULATION CONSTRUCT THE ROOFING PROVISt'Q Q'U5 'RY_I °:�ENS:LNG BOARD ..T�dI I ER II IS 8kTi'ED-UNDER THE rAP�i°ER'489;: FLORIDASTATUTES EXPI RATIM4T - AC1 '-31, 2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. 003591 Local Business Tax Receipt . _.Miami —Dade County, State of Florida -THIS IS NOT ABILL - DO NOT PAY LBT 3698504 BUSINESS NAMFAOCATION RECEIPT NO. EXPIRES FLORIDA ROOFING INC RENEWAL SEPTEMBER 30, 2020 7446 NVV 8TH ST 3863389 Must be displayed at place of business MIAMI FL 33126 Pursuant to County Code Chapter 8A - Art. 9 & 10 \ OWNER SEC: TYPE0RUSINESS PAYMENT RECEIVED A ROOFING INC FLORID196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR C/O WILFREDO VALDES PRES CCC057455 $75.00 07/16/2019 Worker(s) 2 CHECK21-19-060162 This Local Business Tax Receipt only confirms payment of the Local Business Tex. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws.and requirements which apply to the business. --The RECEIPT NO: dBovd` ust Be displayed oii ell'cummercial vehicles "Yemi-Dade Code Sec 8a-276. For more information, visit www.miamidade.aovHnxeblIWjr CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 11 /27/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements). PRODUCER Presidential Insurance Services, Inc. 2665 South Bayshore Drive #707 Miami, FL. 33133 CONTACT NAME: Jeff Lampert PHONN E 305-423-0350 FAX No: 305-423-0351 ADDRESS: jeff@insurancequotelive.com INSURERS AFFORDING COVERAGE NAIC # INSURER A: Preferred Contractors Insurance Company INSURED Florida Roofing, Inc. 7446 NW 8th St. Miami, FL. 33126 LIC # CCC057455 INSURER B : INSURERC: INSURER D : INSURERE: 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 SUBR NUMBER MM/DDY EFF POLICPOLICY IPIO�LI D/ CY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR PC-312677 5/19/2019 5/19/2020 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTEI5__ PREMISES Ea occurrence $ 50,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY ❑ PRCT O ❑ LOC JE OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 1,000,000 $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ $ UMBRELLALIAB EXCESS LIAB OCCUR EACH OCCURRENCE $ HCLAIMS-MADE AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECU I IVE ❑ OFFICER/MEMBEREXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Roofing Contractor LIC # CCC057455 Miami Shores Village 10050 NE 2nd Ave Miami Shores, FI 33138 305-795-2204 FAX 305-756-8972 utlu 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 KAO U 1930-ZU15 AGUKD UUKPUKA I IUN. All ngnts reservea. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD ACOR& CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YW1(J 12/20/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOY 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 (!as) 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 endomement(s). PRODUCER CONTACT NAME: PHONE: (800) 277-1620 X 4800 FAX: (727) 797-0704 E-MAIL ADDRESS: FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue INSURERS(S) AFFORDING COVERAGE NAIC# INSURER A: Frank Winston Crum Insurance Company 11600 Clearwater, FL 33756 INSURED INSURER B: INSURER C: INSURER D: FrankCrum L/C/F Florida Roofing, Inc. 100 South Missouri Avenue INSURER E: INSURER F: Clearwater, FL 33756 COVERAGES CERTIFICATE NUMBER: 524448 REVISION NUMBER: 2 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 INSRD SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DDIYYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURENCE $ CLAIMS MADE ❑ OCCUR DAMAGE TO RENTED PREMISES (Ea occurence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ 'L GENERAL AGGREGATE $ AGGREGATE LIMIT APPLIES PER: POLICY ❑ PROJECT ❑ LOC n PRODUCTS-COMP/OP AGG $ OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE UNIT (Ea accident) $ ANY AUTO BODILY INJURY (Par person) $ OWNED AUTOS SCHEDULED ONLY AUTOS BODILY INJURY (Par accident) $ PROPERTY DAMAGE (Per accident) $ HIREDAUTOS NON -OWNED ONLY AUTOS ONLY UMBRELLA LWB OCCUR EACH OCCURENCE $ EXCESS LIAB CLAIMS MADE AGGREGATE $ DED I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N X FPER STATUE OTHER A ANY PROPRIETOR/PARTNERIEXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? N/A WC201900000 01/01/2019 01/01/2020 E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE -EA EMPLOYEE $1,000,000 (Mandatory In NH) I1 yes, describe under DESCRIPTION OF E.L. DISEASE -POLICY LIMIT $1,Otx1,00O OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Effective 12/23/2013, coverage is for 100% of the employees of FrankCrum leased to Florida Roofing, Inc. (Client) for whom the client is reporting hours to FrankCrum. Coverage is not extended to statutory employees. CERTIFICATE HOLDER CANCELLATION City of Miami Shores Village Attn: Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 ULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN JRDANCE WITH THE POLICY PROVISIONS. REPRESENTATIVE ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD ROOF ASSEMBLIES AND ROOFTOP STRUCTURES p Florida Building Code 5th Edition (2014) 1r• ',� i ( High -Velocity Hurricane Zone Uniform Permit Application Form. .Sa•+' �' � w P•1 �-� Section A (General Information) t P rm o. Process No. Contractor's Name V nA An 6 p Job Address ZcPjA—M 1 to m t S �o ycSr�� ROOF CATEGORY �]c Low Slope ❑ (4 Mechanically Fastened Tile -+Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New roof ❑ Repair ❑ Maintenance W , Reroofing 'q • Re overinp ROOF SYSTEM INFORMATION * 0 0 0 . •' • ' • Low Slope Roof Area (SF) dO Steep Sloped Roof AREA (SSFf Total (SF�p �y �'7Jl'J' • .000 .... •000 • Section B (Roof Plan) • • • • • • :a*: Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overfllow•d*rains. Inclt%fe dAen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of partpdt:' • !r(�■� i■■ MOM ■MEMO 1■■■■■■■■ UM WINE mom mom ME ':MIME '1■■ 1■! ■■■■M■■I■1�■■■■■■■ 116 ■■■ERAMI■1�■ M■■■r■■I■1�■N■■■■■ MEN ■■■ Moll ■■■ ■1■IA ! ■■■■■I■YI■■■■■■ ®■Ea■ ■R ■■!"■! i mail■I ■■■■ ■!■i ■■r■■ ■!f■■■■■■■ ■■m■■■■' ■■■■■ ■�I■■■■■■■ ■■mm■I ■I■1�1,■■■�■■�■■■ ME No ■o 011000111111111 ■■■ ■■■■■■■ mom fir!■■M!■!■■■■�I■■■■■■■ ■■■■■■■■�1■ NONE E!■■■■■■ ■■■�■===■■1[��WMEN ■■■■■■■ FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 I I I I I Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 1 1 1 1 1 1 1 I 1 • Lee** 12/19/2018 Select Date 0 © 2019 Eagleview •• View Facing North South East L West Top 7 jv� ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section A (General Information) 1 1 Master Permit No. Process No. 1 Contractor's Name V lu a .11 1 Job Address44.5 r 1 ROOF CATEGORY 1 Low Slope ❑ Mechanical) Fastened Tile 1 Y �ortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair b Maintenance "it, Reroofing ❑ Recoverinq • 1 ROOF SYSTEM INFORMATION 0 • 1• • . • . • Low Slope Roof Area (SF) �d0 Steep Sloped Roof AREA (SSF)&LID Total (SFP /O`•% • :' • ' • 1 • • Section B (Roof Plan) • "". 1• • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overl aw drains. Include dirpen- L o: 1"e sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of pargg t�.. • • • • • • • •••••, 1 L000se • k- 000 • 1 1 . 1 1 1 . - 1 1 1 1 1 1 1 1 . 1 1 1 1 . 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 0 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof Roof System Manufacturer: ,/ _,1 6 r-'rz� Notice of Acceptance Number. 1 C:N -- Q C g , d ( 1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1 P1: P1:•— Pi: 1 1 1 Deck Type: J' cord tv 1 Type Underlayment: _ • 1 • Roof12 lope: 1 • Insulation: • • • 1 • . . Fire Barrier: � ,.•.•. 1 ..... 1 • Ridge Venfl atign]l Fastener Type & Spacing:—t �S N'� 1 • Adhesive Type: �� AA • 1 • • I Type Cap Sheet: a' Gg 1 Mean Roof Height:_ Roof Covering: I ✓a��dn� 1 1 Type & Size Drip I 1 Edge: ( t 2� ct. 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 ' J 1 1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10.32:12 AM pursuant to Liana Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from K. If the M, values are greater than or equal to the M, values, for each area of the roof, then the the attachment method is acceptable. Megod 1 'Moment Based Tile Calculations Per RAS 127" (P1:0. x 7t / 12. �a- Mg: �M„ • 8 Z Product Approval M, O' (P2 �C71 . �Mg: �6 Mf, . • 9rroduct Approval M, Mg: fz M ZZ Product Approval M, 3 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval M. M. required Moment Resistance' • • MeaRnRoofHe Height Slope. 15, 20' 25' 30' • •. • •42 2:12 34.4 36.5 38.2 39.7 2• 3:12 32.2 34.4 36.0 37.4 39.8 • 4:12 30.4 32.2 33.8 35.1 03430; 5:12 28.4 30.1 31.6 32.8 6:12 26.4 28.0 29.4 30.5 -32.4 ; 7:12 24.4 25.9 27.1 28.2 •30.0 • 'Must be used in conjunction with a list of moment based the systems endorsed by the Broward CountyVbard of RAsaend• Appeals. • • • • For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127' (P1:_ x L _ = _ x w: = - W: _ x cos 0 _ = F„ Product Approval F' (P2:_ x L _ = _ x w: = _) - W: _ x cos 0 _ = Ff2 _ Product Approval F' (P3:_ x L _ = x w: = _� - W: _ x cos 0 _ = F,3 _ Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier ?L Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Ma Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) I t ' t I I I Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Elie= Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. M IM I®DiADE MIAMI-DADE COUNTY � PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product•ContrdJ,9Mi10n to be .... used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdi(! 3Qil (4LHJ)... ...... . .. ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyRra Jmt Control• Section: • • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the rigi�t to have•t11is. • product or material tested for quality assurance purposes. If this product or material fails to pc'1fdflri in the'atMpted `. manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelyHvooke, mo$ifs� Zr suspend the use of such product or material within their jurisdiction. RER reserves the right or *e oke this a gceptance, if it is determined by Miami -Dade County Product Control Section that this product or mate4al fait$ to n-Wet the requirements of the applicable building code. 9 0• This product is approved as described herein, and has been designed to comply with the Florida hu;lding:F0(P • including the High Velocity Hurricane Zone of the Florida Building Code. "" DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.18-0509.17 and consists of pages 1 through 9. The submitted documentation was reviewed by Freddy Semino 0 NOA No.: 19-0408.01 MIAMI•DADE COUNTY Expiration Date: 04/26/22 �' ' Approval Date: 05/16/19 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. • 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Saxony 900-Slate Saxony 900 Split Shake Saxony 900-Shake Trim Pieces Length = 17" Width = 13" thickness = 1-5/32" Length = 17" Width = 13" thickness = 1-9/32" Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL ...... 009000 . . . • ...... . .. •.••.• Test P41400. • • Specifications Description • • • • • TAS 112 Flat profile, interlocking, hieh�iressure extruded ,,;,•• . . .. • concrete roof tile with two jLmlDeles. ?(g ddct der4.... batten, mortar set or adhesLvp.Weapplications. • TAS 112 040000 Flat interlocking, high ded profile, prZssure:wAy. concrete roof tile with two riai1,A@les. b'or direct deck • • •• • batten, mortar set or adhesive set appliclAoDpi' Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS-112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. NOA No.: 19-0408.01 MIAMMADE COUNTY Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 2 of 9 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 10f arc , 1995 • • • • • Engineering, Inc. (1 Quik-Drive Screw, Battens)' • " ' The Center for Applied Project No. 307025 0 Wind Driven Rain 00 • • • • Oct.' 1994 Engineering, Inc. Test #MDC-77 TAS 100 Redland Technologies 7161-03 Wind Tunnel Testing Net' I991 �. Appendix II & III TAS 108 (Nail -On) • • Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug, 1994 • • • TAS 108 (Nail -On) ....:. Redland Technologies P0631-01 Wind Tunnel Testing jury 2994 TAS 108 (Mortar Set) • • • • • Redland Technologies P0402 Withdrawal Resistance Testing of Sep? 01993 screw vs. smooth shank nails Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida PRI Construction Material COPO-002-02-12 TAS 101 10/12/2016 COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 TAS 101 10/12/2016 NOA No.: 19-0408.01 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 3 of 9 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. ...... ...... . .. ...... 4. INSTALLATION 4.1 4.2 .... .... . . Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components-*Wt be ins*";; in strie4.0. compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 1 19,• • • ; . • . ; • • : • • • Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) • • • • • • Tile Profile Weight-W (lbf) Length -I (ft) WidthrW4ft) ' 0000 Saxony 900 10.9 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers - (ft3) Tile 1 (ft) 1 (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Split Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 19-0408.01 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail (Eave 19.0 19.0 �; �2.1 Clip)' 2-10d Smooth or Screw Shank Nails (Field 35.5 35.5' . • 34.8 Clip)...... . .. .. 2-10d Smooth or Screw Shank Nails (Eave 31.9 ' 3110 0000 32.2 0 * 0 Clip) or • .• Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-" for Two Paddy Adhesive Set Systems :00:0: ' .• Tile Tile Application I gnjnjum ac ment • • Profile • • Resistgee. • Saxony 900 Slate, Shake & Split Shake Adhesive' 31.3 2 a 3 594 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond" one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. 4. DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 Two -component foam DAP Products Touch N' Seal Storm Bond 2 two -component foam 118.9 3 40.4 4 93 s 45 6 3 Large paddy placement of 45 grams of Polyset® AH-160. 4 Medium paddy placement of 24 grams of Polyset® AH-160. 5 Lar a add DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 45 grams. 6 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 24 grams. NOA No.: 19-0408.01 MIAMNDADECOUNTY Expiration Date: 04/26/22 ''' ' Approval Date: 05/16/19 Page 5 of 9 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft.-lbf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 7 Tile-Tite Roof Tile Mortar 5. LABELING • 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's en amt or leg* as, detailed * o below, or following statement: "Miami -Dade County Product Control Approve;.•; • • 0 • • ••.••• •••• •.•• • .. I I .. •.•• •.•. •••.. ... . OR . • . 00.00 .•• • • 0. • • • •.•.•• _:. . •• . • 0 : 0 0 •• • • • . LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT LOCATED UNDERNEATH TILE G. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 19-0408.01 CMIAMWEADECM0 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 6 of 9 NAIL HOLES U PROFILE DRAWINGS 5/3;" (Slate) • VUVERLOCK UNDERLOCK 0000 SAXONY 900 - SLATE NOA No.: 19-0408.01 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 7 of 9 NAIL HOLES dp PROFILE DRAWINGS Note: Available Top Surface Finishes 5. Complete the brushed 6. Right half brushed (shown in drawing) 7. Left half brushed B. No brush SAXONY 900 - SPLIT SHAKE APPROVED 1-9/32" (Shake) ••.••• NOA No.: 19-0408.01 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 8 of 9 NAIL HOLES l PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE 4-9/32" (Shake) •••.•• • •.•.•• • •••.•• • • ••.•w • • • NOA No.: 19-0408.01 MIAMFDADE COUNTY Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 9 of 9 MIAMFDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction fnatetials. The .....0 documentation submitted has been reviewed and accepted by Miami -Dade County RER - trodm4 Control Section to bt•; • 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 "Muct Conttbl SectioL...: (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve.th'e right to kave . ibis : ... .... product or material tested for quality assurance purposes. If this product or material fails to jjj ojm in tk .a.ac..cLepted ..; . 0 • manner, the manufacturer will incur the expense of such testing and the AHJ may immedi4gly.wVoke, itl,Zdi ju, or ...... suspend the use of such product or material within their jurisdiction. RER reserves the right &a savoke this acceptance, . • if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet tIle • • • • % • requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the Flohiia Building Code ' including the High Velocity Hurricane Zone of the Florida Building Code. 0000 DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino., IN NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'3 3/8" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, biturrilnous ...... Location #1 & #2 60 mils thick sheet material for use as an undellaymentrin sloped roe? • • ; • 11 ' assemblies. Designed as an ict•& rain shtld. '. • Polystick Dual Pro 61' x 3'3 3/8" ...... . .. ...... TAS 103 and A rubberized asphalt self-adhorm9loglass-fiber/polyest;; . . .; Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing megtbr atie. DesjgAM as a ' ' .... .... • metal roofing and roof the undeY?aj�ment. • Location #2 Polystick Tile Pro 61' x 3'3 3/s" ...... . . ..... TAS 103 and A rubberized asphalt self-adfwrl rg, glass-frbtr/Pblyestaf • •; • Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing meMbt4t%. Designe8 as a metal '. ...... roofing and roof tile underlayment. . • • • • • Location #2 Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polye!*er. f ftforcezi ' Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a'roof tile Location # 1 & #2 underlayment. Polystick TU P 32'10" x 3'3 3/s" TAS 103 and A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 3'3 '/s" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick MTS 65'8" x 333/s" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal Location #2 roofing, roof tile, slate tiles and shingle underlayment. Polystick NITS Plus 65'8" x 33'/s" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal Location #2 roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 MIAMI-DADE COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Azency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 :.•C4V6/l l P36900.09.11 TAS 103/ASTM D4798 rl•5S k C 01/01 /11 ...... .' P37300.10.11 TAS 110/ASTM D4798 8,R1jZ0 '109/11 ....:. P40390.08.12-2 ASTM D 1623 ...%. 08/07/12 • • • • •' P37590.07.13-1 ASTM D6164 .... •0?/Q2/ 13 P45270.05.14 TAS 103, TAS 110 & ASTM0?623 ••1"/12/14 P46520.10.14 ASTM D1623 ..:": .' 10/03/14 • P44360.10.14 TAS 103 & TAS 11'C • • 0'16/67/ 14 � • � • P43290.10.14 ASTM D 1970 & TAS:.f 10�; . 1CVl7/l4 ....:. PLYG-SC10130.06.16-3 TAS 103 & TAS 11.0 :'tit;/27/16 . . PLYG-10130.06.16-1 ASTM D1970 & TAS%10 P017/16 �•��' 090* PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G 15 5 07/06/09 Momentum Technologies, Inc. JX20117A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MLAMI•DADE COUNTY 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.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick NITS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. ...... Deck Type 1: Wood, non -insulated • • • • • Deck Description: Min. 19/32" plywood or wood plank • • • • • • System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered .... .... : ""; Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at ...... . . a minimum 044Ac clap. ..... (far..:. base sheet only) """ ' Membrane: Elastoflex S6 G, hot asphalt applied . . . . ..... . . Surfacing: See General Limitations Below. • • • . .. *6:066 . Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick NITS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 MIAMMADE COUNTY Expiration Date: 09/13/21 ' Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling 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 Assemblycuh ent lirbduhConso 0 trol •*: Notice of Acceptance. • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Tha flashing tape sijall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer•of•Polystick•sglrall 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 MA-1Pk* lrs may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 MIAMMADE COUNTY Expiration Date: 09/13/21 UJUNIMI Approval Date: 07/06/17 Page 5 of 8 Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P, Tile Pro, TU Max MTS flx%• MV V1u`s with. Dual Pro • • • .FV Flus Flat Tile Prohibited 4:12 6:12 6:12 5:1,Z.%. 6.12 without battens 0000 .... Profiled Prohibited L:T:j 6:12 6:12 4:12 • • • • 6! } Tile without battens ":' •: . • • • The above slope limitations can be exceeded only by using battens in accordance witlj thl Opproved 'File System . Notice of Acceptance and applicable Florida Building Code requirements. When battens art requtTo j4ey shalf • • • • 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'dr&pptng 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. it,&,& POLIMCKTU Plus NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES •..•.• PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPEcgFIC APPLIPATPQNS. • • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMMATIOIQS. •..•.• 1. Polyglass does accept the direct application of Polystick underlayment membranes to Woo�.decks. 4p,t jlers area • cautioned to refer to applicable local building codes prior to direct deck installation togVpLethis 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 edj*e saari� as per Polyglass • • 5/a. Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimurV 1 •metal,� it.6 , • required in Miami -Dade County or simplex type nail as otherwise allowable in other regipfis»at a rainiwm rate: " of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area pars 4v r" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our 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 SPEC•PFIC•APPLjC4T1QNS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMN[MATIONS. • • •••••• • END OF THIS ACCEPTANCE • • •• •• • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 �+�t1NTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44"'Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade Courity and other areas wher allowed by the Authority Having Jurisdiction (AHJ). . This NOA shall not be valid after the expiratiO date stated below. The Miami -Dade Count} j'foouct Co. trol Section (In Miami Dade County) and/or the AHJ (in ar as other than Miami Dade County) reser5e t rightto hate f44produc or material tested for quality assurance purpo es. If this product or material fails to perform ki.blLaccepted manner, tale manufacturer will incur the *expense of such testing and the AHJ may immediately revoke, Iiwdify, or suspend t1 e tr • • ; of such product or material within their jurisdiction. RER reserves the right to revoke ThN acceptance,* if it as... determined by Miami -Dade County Product Control Section that this product or material fail? Id t$eet thr•regutemerrts: • • of the applicable building code. 00.00 ' • • • • • This product is approved as described herein, and has been designed to comply with ;he *Florida Building Codg.„. including the High Velocity Hurricane Zone of the Florida Building Code. ; 0 • 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 i 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 0 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 o 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. 1 This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPacV N/A 30 & 100 Product bescrzption.. • Two component polyVgbane foam adhesivi....: .... .... ..... Dispensing Equipment•' • • • • .. .. .. .. ...... Dispensing Equipmen$ ' . . ...... .. . . .. . . . 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: Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.61bs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @158'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. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Aeency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[l] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 • ASTM E 108 ...... ASTM E 84 •••�•• • TAS 114"•' ASTM D 1623 • •: •': TAS 101 •• •• TAS 123 TAS 101 ' TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11 /02/95 12/12/95 02/01 /94 04/;@Al • 1116%• 01/16/95 •••• 0371*96 • 04/.N/ j 2; 02/2P/ 12' 10�23/9$ •06 . 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset, AH-160. 2. ICP Adhesives Polyset AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance 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 applicatols to the autlLriWlaving jurisdiction. • • • • 9 • • • • • 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is rd'tftPltpt?befort app}ication....:. of any adhesive. The mix ratio between the "A" component and the "B" component sh91T b2•thaintained betweerg • • • • 1.0-1.15 (A): 1.0 (B). 0*foe "" • .. .... ..... 6. ICP Adhesives Polyset AH-160 shall be applied with ICP Adhesives Foam DispenserZ;:900 or,ICP f Adhesives ProPack® 30 & 100 dispensing equipment only. • • • • ). .. 000000 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. ; • • • 0 • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutCs aaet ICP hAe-w•oes • • • • ••••• 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. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 030 • High Profile #2 17-19 sq. inches .'. '30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at ...12 grant 1144addy .. head of tile 9-11 sq. inches at a ..... 0• overlap •••• •••• • Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal ...1.7 grams.per bead .. edge) 20-25 sq. inches each o bead ••••• • • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 3.4 grams uo&er 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. F 1MR30ME CCOWW Y Kafillm_ BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 iYYth=I%piastkc•wwn Rsddylsdn•athiie) l�� r+qulr+dl VIa•1M1►ym•h1 •,� 10 IrL 1 \ �y amen" apti•rtal • 7. EmCourx + G ` t0in. u1a � 2 In Err+ Clo6ur+ Nall throughPbs* cement (when requlreda p.ddylB•n•.ch 7&i Wd•rt•ymw t 10 Fn.x t 21n.Wld• Brttem optional toll a in. Eon Closure 6anetnurse fesda Mill thsaiJtjr bl•dlc pwddy I@+n•+shTi1•1 hwhen r�grrtWdl I�IYd.er•ythMe o loin. % 2 in.'wW+ 8ast•ns , al p EawCsuru Fasda Weephole 10Tin. IE rre destwe 1n. 47r1R� MIAMI•DADE COUNTY Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlook of the tile being set. 2. Continue in same manner. Insure apploxirQately 17 (109.7 cm2) — 23 (148.4 jm2) square 4fWaldhesive ... so contact with the underside. pf t$e tile...Do*. • • •••••• •••• •••• • • •••• •••• ••••• Medium Profile / Double Pan Vile , • 1. Starting at the eave course, apply a mViWt1i 2" (50.8 mm) x 10" (254 mNo 1: (25.4•mrx}foam • paddy onto the underlayment positionedoassshown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 MWOW Opl•ulce•m•n• PrdApjRwwatfi r) ,twomaR r"Wirso lyy yI�—yniant 4 i \ IM\ FWktaw Optional EawCourso 4 a 7 ter- 2In Fascia Ear• Clown Nail through plastic cement OAen rewiredl frr0••ur• Rost" MIAMFDADE COUNTY ,...• r Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply. a m�nimum�"t;o'.8mml • • • • • x 7" (177.8 mm) x 1" (25.4Pw4) Loam poddy onto the . • underlayment positioned as,"wla undex tte e • e a • a: a strengthening rib closest totke ;erlock of the the • • being set. 000000 000000 • •a•• •a•a ..... 3. Continue in same manner. fnsur 8 approximate iy 10 • • • • • • (64.5 cm2) - 12 (77.4 cm2) so areinch adhesiveaq,• • contact with the underside of the Ole. • a .. • • .. Medium Profile / Double Pan Tile • • • • Starting at the eave course, apply a minimum 2" (50.8 mm) 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" 077.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cml) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall through PW* ce rywhen "I►•di rrddy 16rrwwhTilr) dlnd�rNyrR,•n1 � 72 In. 6aMtens epelona! �'`� It Erve Course Fascia ► W" holo 10in. r,. Earedome 0r1p edge High Profile / Single Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. At the second course, appl j a minimum 2" (50.8mmj • • • .. • .• x 7" (177.8 mm) x 1" (25.4,Ml foam gadtv,8nto tbe.•.:• underlayment positioned as. S44Wp under the pan . portion of the tile closest to tlic,overlock ofthe tile . being set. • • • • 000000 • • • • 1' Continue in same manner. Msi-E approxHaMy 17"" (109.7 cm2) - 19 (122.6 cm: J 94dare inch adhesive • . contact with the underside of the tile. • *so: • . . •• • . •• . • 0000 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nat through plastic cement Paddy(between tiles) hrhen required► Batten Optional ° ° Paddy (under Biel Si ngle x4in�� ati. singlepad single paddy an undela�eoewt tin. sm closue Flat1Low Protfle The Nailthmoorjr plastic cement Single paddy under the (when required) Paddy (between tiles) Battens Paddy hinder tile) optional � 1 skm*e paddi on top oftile� sS"11ee �� aytoo vedelik ��• 1Din •,` •`� 21n. Fare Closure Fare Course ia Wdlum ProtlleTlle On the cave course only, 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 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 min) up from the cave 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 a 4" (101.6 mm) x O (101.6 fit) %l" (25.4 '. mm) foam paddy onto *i eInderlaytflenflust below •. • the second course line pds1 'f Mled foam 6 addy : • • e ° under the strengthening fiWo1; flat til l ,.o r.nnder q• • • pan portion of the tile, closest to the upder� ck f • •�•• "fit" %•i••' the second course tile to. �ie jijstalled' jpMe Gee*:* approximately 8-9 in' (�J.& 8.1 cm') of adhesive ° contact with the unders4le of tie tile+ ° • • ° ° • 00. .. • . .. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nai dwoagh plastic 9rgje paddy uder tilt (when reWlred) Paddy lbetreeen dim) Battens Paddy (under tae) Iaptlonal on si,e 2:4 io , w - top of tie .� fable Coarse "p da weephok 1D In2 in. Eave closure Drip edge 1000 High Profile Tile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same jnanger. •••••• • 00• •••••• • •• •••••• •••• •••• • • •.••.• • ' • • • • • • • • • • • 6096 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications In contact with the pan tile. (when required) 2) Turn covers upside down. Place adhesive In to 1 in. from outside edge of cover tile. Than install the tile. Ensure 20 to 25 sq. in. contact area, Xr.,e �Underlay�ment .-i (motar shown) Fascia 1 ; 0 Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure save end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure . e e.. • • � • approximately 65 (419.4 cnaij •- 70 (��51.6 cm2) square inch adhesive confact with th4 uTWI;Pside ....:. of the pan tile. • .eeeee ...... .... 3. Turn covers upside dow$"gDosing tlivaaderside •';". of the tile. Apply a miniax" •149 (25.4 tnip):c 10" ""' ..•... (254 mm) bead of adhesive directly orMhe inner •• edge of each side of the Cdl(V41e. Leave • 8 0 0 • approximately 3/4" (19 rhm) tool" (2;.4 Am ) . . from the outside edge of1he tile, inw�d, free of : "' • o .0 foam to allow for expansion. 0000 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm') - 25 (161.3 cm') square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 6 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C (Low Slope Application) Top Ply Fastener/Bonding MaterialT-6 Y Fill In specific roof assembly components and identify1 I manufacturer ,, I a component Is not used, identify as "NA") Surfacing: G / G 1 Fastener Spacing for Anchor/Base Sheet chment: System Manufacturer. 6 4 - Field: �" oc @ Lap, # Rows 1- @ oc , Product Approval No.: 1 U ` 1 • ` Perimeter: L-" oc @ Lap, # Rows @ k" oc 1 , Design Wind Pressures, From RAS 128 or Calculations: Comer: �" oc @ Lap, # Rows @ �" oc 1 Numbe of Fasteners Per Insulation Board: • : % P1 - `' D P2: �) . P3: 1 � Max. Design Pressure, from the specific duct- FieldPerimeterA)m (;gmer& a s 1 approval system:�. Illustrate Components Noted and Detail ' es Applicable: 1 6900 Deck: o Woodblocking, Gutter, Edge Termination Stripping, PI � 1 S p _n Continuous Cleat, Cant Strip, Base FlasNi b,'Counterfllsh�ing I Type: !� 12y (A, inn (L/ Coping, Etc. . • • ... • Indicate: Mean Roof Height, Parapet Nt;ight, Height dt'BatO ; 1 Gauge/Thickness: Flashing, Component Material, MaterialeVMelenesS, Fastener 1 \ / ? Type, Fastener Spacing or Submit Maitufactuiers Details that 1 1 Slope: Comply with RAS 111 and Chapter 16.• • : 0 * 0 0 0 I • • Anchor/Base Sheet & No. of Ply(s): �D) I Anchor/Base Sheet Fastener/Bondin a be T �PT— FT. 1 1 Insulation Base Layer: 6 1 I Base Insulation Size and Thickness: Parapet 1 Height Base Insulation Fastener/Bonding Matgrja1:' Q. 1 1 I Top Insulation Layer: FT. 1 yy',, I Top Insulation Size and Thickness:. f V S 1rr WpQ cr Mean Roof 1 Top Insulation Fastener/Bonding Mat : (�%�%bS fjh -C �� Height 1 ` I Base Sheet(s) & No. of Ply(s): i Base Sheet Fastener/B n�i g aterial: 1 � c Iz s ti Ci ,H-60-L7 , iPly Sheet(s) & No. of Ply(s): I�/ P 2�� /vQ� yZ 1 Ply Sheet Fastener/Bonding Mater' I: J ( i � Top Ply: 16.38 �n 1 1� 1 FLORIDA BUILDING CODE — BUILDING, Sth EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun B, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ME- L1ADE MIAMI-DADE COUNTY DEPARTMENT OF REGULATORYPRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION]ECONOMICRESOURCES (RER) 11805 SW 26 Street, Room 208 NOTICE OF ACCEPT MSION !Miami, Florida 33175.2474 GAF SCE NOA T (786)315-2590 F (786) 315-2599 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing materials. The documentation submitted has been reviewed and accepted b Product Control Section to be used in Miami the use of construction Authority Having Jurisdiction Dade Coun P Y M1�llowe County RER �AHJ) County and other areas where allowed by the This NOA ;;hall not be valid after the expiration date stated below. The Ivl' Control Section In Miami Dade County) and/or the lami-Dade reserve the right to have this product or material tested for 4Y�ti' Pr°dltcf .. material fails to perform in the accepted m axo (1n areas other than Miami qualify assurance u R��ounty) and the AHJ may immediately revoke, modl�fyer, the manufacturer will incur the exs �+�xh's prOd�leret their jurisdiction. RER reserves the right to revoke this acceptance if t'r suspend the use Of Sproduct orb n 1 wi testing County Product Control Section that this product or material fails to meet g ttY0 • applicable building code. determined �Y'Miami-Dade the requireQlt t v4f the This product is approved as described herein, and has been designed to co • Code including the High Velocity Hurricane Zone of the Florida Building Code. ith the F9or`1da Btilal. 00*0 DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof *System LABELING: Each unit shall bear a for Wood Decks. and following statement: "Miami -Dade label with the herein. manufacturer's name or logo, city, state County Product Control Approved", unless otherwise noted RENEWAL of this NOA shall be considered after a renewal a 1' been no change in the applicable building code negativelyaffecting cation has been filed and there has TERMINATION of this NOA will occur after the expiration date ohe performance of this product. change in the materials, use, and/or manufacture of the product or Pror if therecess. M has been i revision or endorsement of any product, for sales, advertising or an this NOA. Failure to com 1 Y other P Misuse of this NOA as an thisrminate comply with any section of this NO Purposes shall automatically to A shall be cause for termination and removal of ADVERTISEMENT: The NOA number preceded by the word's followed ADVERTISEMENT: the expiration date may Miami -Dade County, y be displayed in advertising literature. If an ty' Florida, and displayed, then it shall expiration done in its entirety. INSPECTION: A co Y Portion of the NOA is distributors and shall be fs entire available for inspection shall be heProovided to the user b y the This NOA renews and revises NOA No, 15-1020.01 job site is the request of the Building or its The submitted documentation was reviewed b g Official. and consists of pages 1 through 67. y Jorge L. Acebo. APPROVED J NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 1 of 67 .ROOFING SYSTEM APPROVAL QU°r' Sub-CateQory Roofing Modified Bitumen Material: APP/SBS Dec-- Ic Tvue' Wood Maximum Desi n Pressure: -105 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions GAFGLAS® Ply 4 39.37" Tri-Plym Ply 4 ply Sheet (1 meter) Wide 39.37" GAFGLAS® (1 meter) Wide FlexPly-6 39.37" (] meter) Wide GAFGLAS® #75 Base Sheet 39.37" Tri-Ply® #75 Base Sheet (1 meter) Wide 3 9.3 7 GAFGLAS® #80 Ultima xl Base (1 meter) Wide 39.37 Sheet 0 meter) Wide GAFGLASO Stratavent® Perforated Venting Base 3 Sheet (1 meter)Wide GAFGLAS® Stratavent® Nailable Venting Base Sheet ) metermeter (1 ) Wide Ruberoid® HW 25 Smooth 39.37" (1 meter) Wide Ruberoid® HW Smooth 39.37" (1 meter) Wide Ruberoid® HW Granule 39.37" Ruberoid® HW Granule FR 0 meter) Wide 39.37" (1 meter) Wide Ruberoid® HW Plus Granule 39.37" Ruberoid® HW plus Granule (1 meter) Wide FR 3 9.3 7 (1 meter) Wide 1_LM11•DADEC Ot1N7Y Test Snect—r--fic- ifi ASTM 132178 ASTM D2178 ASTM D2178 ASTM D4601 ASTM D4601 ASTM D4601 ASTM D4897 ASTM D4897 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 Product Desc— ration Smooth surfaced asphaltic • ply inefei" reinforced with fibgrgta* mat... ..... • Smooth surfaced qVb �WN,akiC ply oet • , • • • :• reinforced with fi4ergL6s mat. • • Smooth surfaced asphaltic l ply • • • • • • reinforced with fiberglass mat. • • • • • • • • • Smooth """ asphaltic Wt&Qrbase/p17sfie;t ...... reinforced with fibergl"9mat. • Smooth asphaltic Ease or;ase/pjX SbU reinforced with fiberglMmat. • • Smooth asphaltic base or base/ply a fleet • reinforced with fiberglass mat. "" Smooth surfaced asphaltic perforated venting base sheet reinforced with fiberglass mat. Smooth surfaced asphaltic nailable venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. Smooth surfaced torch applied SBS base or ply sheet reinforced with a fiberglass mat. Smooth surfaced torch applied SBS base or ply sheet reinforced with a polyester mat. Granule surfaced torch applied SBS cap sheet reinforced with a polyester mat. Fire retardant granule surfaced heat - welded SBS cap sheet reinforced with a polyester mat. Granule surfaced torch applied SBS cap sheet reinforced with a polyester mat. Fire retardant granule surfaced torch applied SBS cap sheet reinforced with a Polyester mat. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 2 of 67 Product Dimensions Ruberoid® EnergyCapT"'HW Plus Granule FR 1 meter (39.37") Wide Ruberoid® Torch Smooth 39.37" (1 meter) Wide Tri-Ply® APP Smooth Membrane 3 9.37" (1 meter) Wide Ruberoid® Torch Granule 39.37" Tri-Ply® APP Granule Cap (1 meter) Wide Sheet 39.3710 (1 meter) Wide Ruberoid® Torch Plus Granule FR 39.37" (1 meter) Wide Ruberoid® EnergyCapT"' Torch Plus Granule FR (1 meter)Wide Ruberoid® EnergyCapT" 9.3751 Torch Granule FR 3 (1 meter) Wide Ruberoid® 20 Smooth 39.37" Ruberoid" 30 Granule (1 meter) Wide 39.37" Ruberoid" 30 Granule FR (I meter) Wide 39.37" (1 meter) Wide Ruberoid® 30 Plus Granule FR 39.3T' (1 meter) Wide Ruberoid® Mop Granule 39.37" Tri-Ply" SBS Granule Cap met(1 er)Wide Sheet 39.37" (1 meter) Wide Intec Flex PRF 39.37" Ruberoid" Mop Smooth (1 meter) Wide 39.37" (1 meter) Wide M�AMbDADE COUNTY Test Product Specs----D--ca—tion Desc--ration ASTM D6164 Fire retardant granule surfaced heat - welded SBS cap sheet reinforced with a Polyester mat. Cap sheet is factory coated with TOPCOAT" EnergyCoten' Elastomeric C t' ASTM' D6222 oa mg. Smooth surfaced torch applied APp.base or ply sheet reinforced • with a De$'ES'tbr ASTM D6222 mat. Smooth surfaced 19� lied: • ��p ApP�cap' base or 1 sheet ply 11%i" Led with a - ASTM D6222 Polyester mat. .... .... Granule surfaced tarmuft applied ASTM D6222 A-Wcap sheet reinforced wit a Granule f �WlyestQr mat: ASTM D622 ASTM D6222 ASTM D6222 ASTM D6163 ASTM D6163 ASTM D6163 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 2 NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 3 of 67 Product Test Dimensions Product Ruberoid® Mop Smooth 1.5 Sped""—"Dca— 39.37" Descr_ t__ ption ASTM D6164 Smooth surfaced mop applied SBS base Ruberoid®Mop Plus S0 meter) Wide mooth sheet reinforced with a polyester mat. 3ter) ASTM D6164 Smooth surfaced mo applied SBS base or (1 meter) Wide P pp Ruberoid® Mop Plus Granule 39.37" ASTM D6164 ply sheet reinforced with a polyester mat. 0 meter) Wide Granule surfaced mop applied SBS cap Ruberoid® Mop Plus Granule sheet reinforced with a polyester mat. FR 39.37" ASTM D6164 Fire retardant r (1 meter) Wide granule Surfaced h3op • applied SBS cap Shut rlinforoW with a Ruberoid® EnergyCapT"' Mop 39.37" Polyester mat, Plus Granule FR ASTM D6164 Fire retardant r " ..... • • • • sa• • 0 meter) Wide g �arfaced mod applied SBS cap JJWM*rginforcedwitk a Polyester mat. Ca17 S11det is factory coated Ruberoid®Mop Granule FR with TOPCOATOfter�yCoteT: • 39.37" Elastomeric Coatin�, • • ' • •' • ASTM D6164 Fire retardant � aMUlp'-4faced mod. (1 meter) Wide Ruberoid® Ener Ca T"' applied SBS cap �eet reinforced wtth a gY p 30 39.37" ASTM D6163 Polyester mat. • • Granule FR • • • • 0 meter) Wide Fire retardant granule surfaced Ffid. T • • applied SBS cap sheet reinforced with a fiberglass mat. Cap sheet is factory coated GAFGLAS®hineral-Surfaced with TOPCOAT® EnergyCote- 39.37" Elastomeric Coating. 0 meter) Wide Cap Sheet ASTM D3909 Granule surfaced asphaltic cap sheet Tr'-ply'BAS UR Granule Cap 39.3T' e surfaced reinforced with fiberglass mat. Sheet TM D3909 Granule (1 meter) wide asphaltic cap sheet GAFGLAS®EnergyCapT" reinforced with a fiberglass mat. Mineral -Surfaced Cap Sheet (1 39.37 ASTM D3909 meter) Wide Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Cap sheet TOPCOAT® is factory coated with TOPCOAT® Membrane 1, 5 or 55 EnergyCoteT"' Elastomeric Coating. United Coatin sT"' gallons ASTM D6083 Water based elastomeric coating. g Roof Mate 1, 5 or 55 ASTM D6083,Water-based elastomeric coating Surface Seal SB 5 or 55 gallons ASTM D6083 Solvent based thermoplastic rubber sealant United Coatings*" Surface Seal 5 or 55 Gallons designed to protect and restore aged roof surfaces and to increase roof reflectivity. SB Roof Coating AS D6083 Solvent -based thermoplastic rubber sealant designed to protect and restore TOPCOAT ® MB Plus aged roof surfaces and to increase roof 5 or 55 gallons reflectivity. Proprietary Water based, low VOC United Coatings*" Roof Mate 5 or 55 Gallons block asphalt bleed -through primer used to MB Plus Coating Proprietary' Water based, low V primblock asphalt bleed -through. er designed to t we COUNTY NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 4 of 67 Prat FireOut'", Fire Barrier Coating Dimensions 5 Test Speci"--�c=O° Product Desc rlption or 5 s gallons Proprietary -- Low VOC, water Flex Seal'"' 1, 5 gallons -based fire barrier coating. VersaShield® Fire -Resistant or 1 qt. tube TAS 139 Solvent -based elastomeric sealant. Roof Deck Protection 12 x 100 rolls ASTM D226 Non -asphaltic fiberglass VersaShield®Solo' Fire- roll -based underlayment and /or fire barrier. Resistant Slip Sheet wide, 100 100 ft. ASTM D146, Non -asphaltic, fire Matrix'" D828, D4869 resistant fiberg�iss underlayment 102 SBS Membrane Adhesive 3, 5 or 55 allons g D67570.0• ASTM D3019 •• • Fiber reinforced n�byltited cold -applied adhesive for modt to d'lsitumen rppf systems. • • • • • APPROVED INSULATIONS: • • • • •• • • Product Name EnergyGuard' polyiso Insulation EnergyGuard'" Tapered Polyiso Insulation EnergyGuard'"' RA Polyiso Insulation EnergyGuard'' RH polyiso Insulation EnergyGuard''RH Tapered Polyiso Insulation EnergyGuard'" RN polyiso Insulation EnergyGuard` Perlite Recover Board EnergyGuard' Perlite Roof Insulation EnergyGuardTm RA Composite Polyiso Insulation Structodek® High Density Fiberboard Roof Insulation SECUROCK® Gypsum -Fiber Roof Board SECUROCK® Glass -Mat Roof Board DensDeck® Roof Board DensDeck® Prime Roof Board c �MFDu1DE COUNTY ...� Table 2 Product Description ' Manufacturtt' • • Polyisocyanurate foam insulation (With Current NOA) Pol isoc GAF Y Yanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite insulation board Polyisocyanurate foam insulation with high density fiberboard or permalite High density fiberboard Gypsum board Gypsum board Gypsum board Gypsum board GAF GAF GAF GAF GAF GAF GAF GAF Blue Ridge Fiberboard, Inc. United States Gypsum Corp. United States Gypsum Corp. Georgia-Pacific Georgia-Pacific NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 5 of 67 APPROVED FASTENERS Fastener Product TABU; 3 Number Name Product 1 Drill-TecT"' #12 Fastener Phillips head,,ption modifiied buttress thread, pinch Point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a 2 Drill-TecT"' #l4 Fastener pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, 3. Drill-TecT" XIiD Fastener Food or concrete decks. Truss head, self -drilling, pinch point, high thread fastener for use in wood or steel decks. Carbon steel extra heavy duty fastener 4 Drill -Tech' 3°' Steel Plate used in steel decks. Round Galvalume® steel stress plate with reinforcing ribs and s Drill-TecT"' 3" recessed for use with Drill- TeCT.. fasteners. Standard Steel Plate Galvalume coated steel stress plate for use with approved Drill-TecT" 6. Drill-TecT" ASAP 3S fasteners. Drill-TecT`#12 f Dimensions #12x8" Max. Length #3 Phillips head. #14 x 16" Max. Length #3 Phillips head. #15 x 16" Max. Length #3 Phillips head. 3" Round 3" Round with Drill-TecT" 3" astener # 12 x 8" Standard Steel Plate. MaxLength #3 Ph' 7. Drill-TecT"'AccuTrac®Flat Plate A2-SS aluminized steel Plate for use with Drill- 8. Drill-TecT"' AccuTrac® Recessed Plate TeOTM fasteners. Galvalume® steel plate with recess for use with 9 Drill-TecT"' 3 in. Ribbed Galvalume Plate Drill-TecT" fasteners. Round Galv alumemplated Flat steel stress plate with reinforcing ribs for use with Drill-TecT" fasteners. C MA E COUNTY ...0 1 Manufacturer (With Current NOA) GAF GAF GAF GAF �llips head with 3" Round plate 3" square; GAF .017" thick 3" square; .017" thick. 3" Round GAF GAF NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 6 of 67 .0000 000 0 EVIDENCE SUBMITTED: Test_ A_ gma FM Approvals UL LLC IRT-ARCON Inc. Trinity I ERD C LAMODE COUNTY ...� 1 Test Identifier 3001276 3010215 3029832 3036980 3034312 3040738 3042887 3046081 3043633 1 B9A8.AM 3B9QLAM 3D4Q2.AM OD1A8.A 4 797-03221-267 797-10228-267 797-04694-267 797-03825-267 RR203450 FM Letter FM Letter R1306 02-005 02-014 C8500SC.11.07 G30250.02.10-2 G30250.02.10-3-R2 G31360.03.10 G32520.06.11 G33470.01.11 G34140.04.11-2 034140.04. l l -4-R2 034140.04.11-5-R3 G36780.07.1 I -R1 040620.07.12-2 G40630.01.14-1 040630.01.14-2A G4063 0.01.14-2A-1-R I G40630.01.14-2B-R1 G40630.01.14-2C G40630.03.14 G43190.03.14-1 G43190.03.14-2 G43190.05.14-R1 G43610,01.14 Desc--- dagon FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 UL 790 TAS 114-J TAS 114-J ASTM D6862 ASTM D6222 ASTM D3909 ASTM D6164 ASTM D1876 ASTM D6164 ASTM D6163 ASTM D4601 ASTM D4897 TAS 114-J ASTM D6222 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D5147 ASTM D5147 ASTM D5147 ASTM D5147 ASTM D5147 Date 01/28/99 03/01/01 05/11/07 08/14/09 04/09/09 05/4 Val 11/t4/11 02/33/d 3'. 01/20/1�* 09/01/27. 01/Ows. • 04/3Q/97 . 041MWQS.: 09/24/0'f WWII:. 06/19/09 07/1:/(g'. 12/04if.' 04/11/13 09/15/15 08/21/18 07/ 19/04 04/08/02 11 /30/07 11/11/10 06/03/15 03/31/10 06/28/ 11 01/13/11 04/25/ 11 6/4/2015 6/4/2015 07/18/11 07/17/12 01/06/14 01/07/14 04/10/14 01/16/15 01/07/14 03/06/14 03/06/14 03/06/14 05/20/14 01/22/14 NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 7 of 67 EVIDENCE SUBMITTED: (CONTINUED) Te� Trinity I ERD PR1 Construction Materials Technologies, LLC Dynatech Engineering Corporation MWMFGADE COUNTY ...m Test Identifier G43190.11.13-1 G46160.02.15 G46160.02.15-2D-1 G46160.03.15 G46160.09.14-2A G46160.09.14-3A G46160.09.14-3B G46160.09.14-3C G46160.12.14-3E G6850.08.08 G6850.08.08-R1 G6850.10.08 G6850.11.08 SC6870.08.14-R1 GAF-122-02-01 GAF-245-02-01 GAF-276-02-01 Rev GAF-306-02-01 GAF-314-02-01 GAF-315-02-01 GAF-369-02-01 GAF-434-02-03 GAF-434-02-04 GAF-464-02-01 GAF-498-02-01 GAF-499-02-01 GAF-500-02-01 GAF-559-02-01 GAF-559-02-04 GAF-559-02-05 GAF-559-02-06 GAF-559-02-07 GAF-559-02-08 GAF-559-02-09 GAF-559-02-11 GAF-559-02-12 GAF-559-02-13 GAF-559-02-14 GAF-559-02-15 GAF-559-02-16 GAF-559-02-18 GAF-559-02-19 #4482.02.95-1 Descri tion ASTM D6222 ASTM D6163 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D5147 ASTM 136164 ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6222 ASTM D3909 TAS 139 ASTM D6083 ASTM E2178 ASTM D6083 ASTM E96 ASTM D2178 ASTM D2178 ASTM C1289 TAS 114-J TAS 114-J ASTM C1289 ASTM D6083 ASTM D6083 ASTM D6083 TAS 117(B) ASTM D 1876 ASTM D1876 TAS 114(H) ASTM D903 ASTM D903 ASTM D903 TAS 114-J TAS 114-J TAS 114-J TAS 114-J TAS 114-J TAS 114-J TAS 114-J TAS 114-J TAS 114-C Date 11/15/13 02/12/15 02/09/16 03/11/15 09/09/14 09/09/14 09/09/14 09/09/14 12/29/14 08/01 /08 04/14/11 10/96/08- 02/1:7/09 • ' • • • 09/0•4f14'. • • ; . 05/07/06 .... 06110A10- . • • •' 01 /04/10100 ...... • •' •'' 07/07/11 • .: 0:08/23/11 ' 08/23;?? •' • •' • 10/22Z12 • • �09/06M.X 09/06/13 02/06/14 09/16/16 03/12/14 03/12/14 09/30/14 10/01/14 10/15/14 10/02/14 10/02/14 10/02/14 10/02/14 10/14/14 10/14/14 10/15/14 10/15/14 10/15/14 10/15/14 10/15/14 04/16/15 09/01/95 NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 8 of 67 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood, Non -insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(2): Anchor sheet is mechanically attached to roof deck. All General and System Limitations shall apply.won-insulated systems) Fire Barrier: FireOut"'' Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck (optional) Protection, VersaShield® SOJOT" Fire -Resistant Slip Sheet, DensDeck®Roof Board, SECUROCK® Gypsum -Fiber Roof Board or SECUROCK® Glass -Mat Roof Board. Base sheet: GAFGLAS® 480 Ultime Base Sheet, GAFGLAS® Stratavento Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25 Smooth mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, Tri-PI Option #1: Y Ply 4 Ply Sheet, GAFGLASO FlaxPlZI 6 ' GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any af�botie basg' • ' . sheets attached to deck with approved annular ring shank nails TMjl'ttn caps at fastener spacing of 9" Feld. o.c. at the lap staggered and in two rows 1'8"'o:c. in thg, , Not for use with Den Deck or SEC UROCK Fire Barrief 9606 •....' (Maximum Design Pressure _4S psf. See General Limitatloi 0 0 0 • • Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS Fl"4 *% Option #2: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or an y sheets attached to deck with Drill-TecT" #12 Fastener or Dri y d- above a base. and Drill-TecT"' 3" Steel Plate, Drill-TecT" AccuTrac®Flat Plate or Drt 1-Tec"'• : • •' AccuTrace Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12.5" o.c. in the field of the sheet. Fastening (Maximum Design Pressure —45 psf See General Limitation #9) GAFGLAS®F1exP1Y T"' Option #3• 6, GAFGLASO #75 Base Sheet, Tri-Ply® #75 Base Sheet • or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —S2. S psf• See General Limitation #7) Fastening GAFGLASO #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base Option #4: sheets attached to deck with Drill-TecT"' #12 Fastener or Drill-TecT" and Drill-TecT" 3" Steel Plate, Drill-Tec" ® #14 Fastener ate or AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. l0 eat l row is Linithe 2"TII side lap. The other rows are equally spaced approximately 9" O.C. in the field of the sheet. (Maximum Design Pressure —4S psf; See General Limitation #9) a MADE COUNTY " NOA No.: 1s-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 53 of 67 rrrrrr Fastening Option #5: Fastening Option #6: Ply Sheet: Membrane: Surfacing: 2. 4. Maximum Design Pressure: GAFGLAS" #80 UltimaT"' Base Sheet, Ruberoid® 20 Smooth, Ruberoid®Mop Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill-TecT" 3" Steel Plate at a fastener s staggered in two rows go, in the field. Pacing of go, o.c. at the 4" lap Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet, Tri-PlyO'#75 Base Sheet or any of above base sheets attached to deck with Drill-TecT" #12 Fastener, Drill-TecT"' #14 Fastener or Flat Plate or Drill-TecT" AccuTrac" ReceDrill-TecT" XHD Fastener and Drill-TecT"' 3" Steel Plate, Drill-TecT"' ssed Plate installed 8" o.c. in 4 rows c One row is in the 2" side lap. The other rows are equally spaced approximate] 9" o.c. in the field of the sheet. (Maximum Design Pressure —dS Y (Optional except over Ruberoid® psf See General Limitation #9) Ruberoid® Mop Plus Smooth, Ruberoid® 20 Smooth, Ruberoid" HW Sm Mop Smooth Ruberoid" Mop Smooth 1.5, Ruberoid" HW 25 Smooth) One or more plies GAFGLAS" Ply 4, Tri-Ply".P1 4 or GAFGLAS" FlexPl TM ooth or Y 6 sheet adhered in a full moppin o a Y• applied within the EVT range and at a rate of 20-401bs./s g pprgved® pfiait Smooth torch applied accordingto q °roinst eroid TQresh • • manufacturer's app]ication.iAstraetions. • • • One ply of Ruberoid" Torch Smooth, Tri-PI " Ruberoid"Torch Granule Tri-Pl " Y APP Smooth Mth!g ne • EnergyCapTM Torch Granule FR, Ruberoid rEner anule yCapTm Cap Sheet,, Rub00 oi0*0 d® •, • or Ruberoid" Torch Plus Granule FR torch applied according 0*0 . jhY� Granule.FR, . application instructions. g tD.�►zudfacturefs • • Or One or more plies of Ruberoid® HW Plus Granule, Ruberoid" HW ljR, Ruberoid" HW Granule FR ® • • • • • • Ruberoid® , Ruberoid EnergyCapT"I HW pIUS G Ys Granule HW Granule, Ruberoid®HW Smooth and Ruberoid" HW �S Smooth• • • applied according to manufacturer's application instructions. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current manufacturer's Gravel or slag a g applied at lb lbs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs. bs. GAFGLAS" Mineral -Surfaced Cap Sheet, Tri-P1 or GAFGLAS®Ener Y BUR Granule Ca mopping of approved asphalt Mineral -Surfaced Cap Sheet adhered in a full Sheet lbs./sq. pp applied within the EVT range and at a rate of 20-40 TOPCOAT® Surface Seal SB or United Coatingsn' Surface Seal SB Roof applied in one or more coats at a minimum rate of 1.0 OR Coating TOPCOAT" gal./sq, per coat. MB Plus or United Coatings' Roof Mate applied at a minimum rate of 1.0 MB Plus Coating TOPCOAT" galoatinto be used as a primer) followed by Membrane or United Coatings Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. Fiber Aluminum Roof Coating. . q per coat. See Fastening Options M'AMn"DADE COUNTY NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11%Ol/18 Page 54 of 67 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLASO Ply 4 and GAFGLAS® FlexPl mechanically fastened base or anchor sheet. y'"' 6 when use 2• Minimum 4" DensDeck® d as a deck. Board or %" Type X gypsum board is acceptable to be installed directly over the wood de GENERAL LIMITATIONS: 1, Fire classification is not part of this acceptance; refer to a current Approved Roofing Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in oMaterials Product Control Approval guidelines. All other layers shall be adhered in a approved asphalt applied within the EVT range compliance with top layer attached using the fastenin g and at a rate of ZO-40 lbs./s full mopping of 3. Al] standard panel sizes are acceptable for mechanical attachment. • Whenq' or mechanically asphalt, panel size shall be 4' x 4' maximum. 4• An overlay and/or recovery applied in approved foam ' board insulation panel is required on all a insulations when the base sheet is fully mopped. If no recovery shall be applied using spot Mopping applications over closed cell mopped 8" ribbons in three rows one it each approved s and one do ry board c used the base s6aat• : • PP asphalt, 12 diameter ecircles' ter s'24: o.c,; or trip • a continuous area of ventilation. Encircling of the strips is not acceptable P 12 in each ribbon to allow cross ventilation.. As down the center ofethe sheet al�o�pytg• Placed every � �� • • • • • be at a minimum rate of 121bs./sq. Note: Spot attached systems P A 6 �rg� shall be • design pressure of-45 psf. Phalt application OfVUbcr system sixi}I 5• Fastener spacing for insulation attachment is based on a y ins shall be IimiiQd to a maxinnAtl • 275 lbf., as tested in compliance with TestingApplication Minimum CharacteristiaFoieZ•F • as field-tested, are below 275 lbf. insulation attachment shallnot be dard aAS 105. (�) r value, , 6. Fastener spacing for mechanical attachment of anchor/base sheet be membrane If hC F ener value, acceptable. • • on a minimum fastener resistance value in conjunction with the maximum desi • • • • • • a specific system. Should the fastener resistance be less than that required as at�achmo�nt �s b�secj • Building Official, a revised fasteners spacing, value fisted he • Engineer, Architect, or Registered Roof Consultant may be submitted, Said revised determined by the spacing shall utilize the withdrawal resistance value taken from Testing e su and sealed by a Florida Registered calculations in compliance with Roofin Application Standards TASr105 and 7. Perimeter and corner areas shall comply g Application Standard RAS 117. the Pressure re areas- Fastener densities shall be increased for both ienhanced upland base sheequirements of these compliance with Roofing Application Standard by a Florida registered Professional Engineer, Registered Arch'tectoor reas calculated in (When this limitation is specifically referred within this NOA, GeneralPared, signed and sealed be applicable.) Registered Roof Consultant 8. All attachment and sizing of perimeter nailers, metal profile, Limitation #9 will not shall conform to Roofing Application Standard P 'and/or flashing termination designs 9• The maximum designed pressure limitation listand RAhalllbe and d a field, perimeters, and corners). Neither rational analysis, nor applicable wind load requirements. enhanced fastening at enhanced pressure zones i e applicable to all roof pressure zones (i.e. extrapolation shall be permitted for (When this limitation is specifically referred within this NOA p ( perimeters, extended corners and corners). ( applicable.) y 10. All products listed herein shall have a � General Limitation #7 will not Building Code and Rule 61 G20-3 of the Florida Administrative Code. quality assurance audit in accordance with the Florida END OF THIS ACCEPTANCE MIAMbp5 E COUNTY NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 67 of 67 0009V ...... • t- C c.%-,— ,A_ !� BAse Sheet: — One Ply T e'G2 JI2/13/18, 1:13 Ph #$,0 Ultima'M Base Sheet" or "GAFG S@ S®lave B® Nallable Venting Base Sheet", full adhered Ply Sheet: —Two or more piles ase heel" Or "ling ly® #75 Base Sheet" r with of r Flex Ply h It "GAFGLAS@ Ype G1 "GAFGLAS@ Ply 4" or "Trl-Ply® Ply 4" or "GAFGLAS@ Flex Ply 6"or "Tri_PI asphalt. 6", fully adhered with hot roofing asphalt. Membrane: — "RUBEROID@ Mop Granule" or "Intec Flex PRF" or "Tri-PI Y® Ultra -Flexible Ply 30 Granule : or "RUBEROID@ Mop Smooth" or "RUBEROID Y@ SBS Granule" or " Mop Granule FR" fully adhered with hot roofing asphalt or "R B ROID month 1,5" le "RUBEROID BEROID@ 30 Granule" or "RUBERD@ "RUBEROID@ HW Plus Granule FR" or "RUBEROID ®HW Granule FR" or " ©MOP Plus Smooth or "e" or ID@ Coating; — "United Coatings'" TOPCOAT@ Ener HW Granule" or "RUBEROID R ", torch applied. HW plus Granule" or gyCoterm Roof Coating" applied t a ate of 1/2-gal. to legal /100-ft.Z, 63. Deck: NC Incline: 1-1/2 Insulation (Optional): — Incline: or wood Fiber or perlite or lass fiber, an thickness with hot roofing asphalt. g Cover Board: — 1/2-in. thick "EnergyGuard*"^ HD" or 1/2-in. thick." ,M Y � mechanically fastened or fully adhered "EnergyGuard*" NH HD Plus" or 1/2-in. thick "EnergyGuard*" RH HD" or 1/2-In. thick wood Fiber -board, mechanic EnergyGuard HD Plus" or "EnergyGuard"^ NH HD" or Silp Sheet (Optional): — One ply "StormSafeym mechanically fastened. Base Sheet: —One ply 'RUBEROID ally fastened. Membrane: — ,One Ply "RU Torch ® s Granule e FReri RUBE/Ply Sheet" or "Libert "RUBE rune- 'RUB ROI HW Pius Granule or "RUBEROID 11 YTe FR Base/Ply Sheet", self -adhered. @ HW Plus Granule FR" or "RUBEROID@ HW Granule FR" or FR", torch applied. @ HW Plus Granule or RUBEROID Tn, © EnergyCap Torch Plus Granule (6)4.Deck: C-15/32 • Incline: 1/2 Base Sheet: — Two piles Type G2 "GAFGLAgCai #7 Base Sheet" or "GAFGLAS@ Stratavent® Nallable Venting Base Sheet" or "RUBEROIDIY@ #75 Base Sheet" or " Mop Smooth S ra avert@ OID p @ 20 Smooth" or " "GAFGLAS@ #80mo UltlmaT^ Base Sheet" Ply Sheet (Optional • — @ M° Plus Granule Smooth", mechanically fastened. RUBEROID@ Mop Smooth" or•"RUSEROID@ )• One or more plies Type G1 "GAFGLAS@ PI 4" Ultra -Flexible Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri pl or 7rlBase Ply 4" or ,GAF s • or "GAFGLAS@ Statavent@ Perforated Venting Base Sheet", fully adhered with hot roofing asphalt GAIt ',Ar, X y® #75 Base Sheet" or "Gq Pa ar"Tri-PI>yp... applied. LAU #80 Ulgma` Base Sheeg" Membrane: — "RUBEROID® HW Granule FR" or "RUBEROID@ HW plus Granule FR" or "RUBEROIDQ•@�• OID�1 WW gmoot ' Membrane: — U Plus Granu a to orc applied, gyCap HVI► Plus Gratwip.M, 65. Deck: NC 009000 • •' • • Incline: 1/4 .. 0.� • � • Barrier Board (Optional): — � � � � • )' One or more layers minimum 1/4-In. thick Georgia-Pacific G • • • • • • • • • • • ..Barrier Prime Roofboard" or "DensDeck® Dura6uardTF� Roofboard" or "SECUROCK® Roof Board" T „minimumYPsum LLB "IensDeck • • •"' • Insulation (Optional): (Type FRX-G) or SECUROCK@ Glass -Mat Roof Bar(Type1/4-(n, thick ®Roofboard' or • — POlyisocyanurate or wood fiber or glass fiber or perlite, mechanically fa tefied y combination, o. •• thickness. SGMRX). . . .es • • • • • • Base Sheet: — @ SA Base " •' •• ••• an Membrane: One Ply Base/Ply SheetY;....; • "RUSEROID@ SA Cap FR", self -adhered, self -adhered. . • • • .. 66. Deleted. • • • • 67. Deck: C-15/32 Incline: 1/2 �• . Barrier Board O •• ( ptional).- -- One or more layers minimum 1/4-In, thick Georgia-Pacific Gypsum "DensDeck® Prime Roofboard" or "DensDeck® puaGuard*"' "DensDe k@ Roof Board" (Type Den Roofboard" or minimum 1/4-In,hi k U ted Stattes Gypsum Cord °r Insulation (Optional): —Any thickness pe Ste or wood or glass fiber or polyisocyanurate, mechanic OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Glass -Mat ROOF Board" (Type SGMRX). Barrier Board: — Minimum 1/4-in, thick Georgia-Pacific Gypsum, LLC "DensDeck® Roofboard" or "p ally Fastened or adhered with "DensDeck® DuaGuard"m Roofboard" or minimum 1/4-In. thick Untied States Gypsum .Co. "SECUROC a �. "SECUROCK@ Glass -Mat Roof Board" 7 eK@ Roof Prime Roofboard" ) any UL Classified insulation adhesive with butt tjoints in the mechanically board products staggered KO Roof Board T mechanical) fastened or adhered with OMG Inc. "OlyBond Fastening System" or joints. � � (Type FRX-G) or Base Sheet: — One or more plies Type•G1 "GAFGLAS@ Ply 4" or "Tri-PI p ggered a minimum of 6-in. from plywood deck Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-PI Stratavent@ Nallable Venting Base Sheet or GAFGLAS y® ply 4" or "GAFGLAS@ Flex PI 6" ' „ Y® #75 Base Sheet" or 'GAFGLAS@ #80 Ulttma*^+ or Ultra -Flexible. adhered with hot roofing asphalt. @ Stratavent® Perforated Venting Base Sheet", mechanically Sheet",or ed or fully Ply Sheet: — One or more plies "RUBEROIp "GAFGLAS@rfully "RUBEROID@ Mop plus Smooth" @ 20 Smooth or RUBly faEROID@'iT�`op Smooth" or "RUBEROID Membrane: — "RUBEROID® 30 Granu el"I fully adhered with hot stened or fully tiered with►not roofing asphalt. ®Mop Smooth 1.5 or Coating (Optional): — "United CoatingSTM TOPCOAT@ Ener Cote,m. g asphalt. gal./100-ft,2, 9Y Roof Coating or "TOPCOAT MB Plus," 68. Deck: NC , applied at a rate of 2- . Incline: 1/2 Primer (Optional); — "TOPCOAT@ Surface Seal SB Coatin " " at a ate of 1-gal./100-ft.2, 9 or United Coatings*" ."TOP.COAT + Insulation (Optional).. — perlite or fiber glass or polyisocyanurate or urethane or er O'Surface Seal SB Roof Coating", applied ttp://database.u1.com/cgi-bin/XYV/template/LISEXT/1FRAME/show a,,,_ p I�te/polyisocyanurate.comp;osite. p 1073741824&version=versionless&parent_id'1073993597&sequenceAl Page •20 of 54 Miami Shores Village 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 Date: 1 kk -Z-7 5 Re: Owner's Name: l�c� �-ro Lo r o� Property Address: 1 �Z �, N C Roofing Permit Number: Dear Building Official: I Dolo r,-sT ",- r n ,r ck Z certify that I have improved the roof to wall con:ectigns of ti?rArenced....:. property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single�Famtly RegiaeQoal •••,;. Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. • • • 0 • • • :....: State of Florida County of Dade .... .... . . .... .... ..... ',Lnlin,v-- 3— .... . aNCQ_P'L f-{et n4'.i M6P L,'•.'.: • • • • • • • • Print Name The undersigned, being the first duly swom, deposes qngl says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of 0 `c- Notary Public, Sate of Florida at Large i✓''P�''. CLARA VALDEi SEAL.: y/G}y No;a.ry PuhliC - State of Florida Commission p CC 215492 ?or n My Comm, Expires May 13, 2022 Banded through Nadonal Notary Assn. Revised on 5/21/2009 FINAL COMPLIANCE p�ORNP' 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. —161 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. ---Tli( Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6.-7111Overflow scuppers (wall outlets): It is required that rainwater flCom$s # so that t1vroof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this : • • • •: discharge if overflow scuppers (wall outlets) are not provided. It may be nece5lEnu instal; W►Nw ..... • scup M ccordance with the requirements of Sections R440 03 and R4413. ' ...... . . ..... 7,�...... Owner/Age ignature Date Co act r ature • • . Date : • • • • : Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number Miami Shores Village 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: Z G1 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: Property•• - :ice yk. IMS1. Z 1 Roofing Permit Number: Dear B ild'ng Official: • ...... I certify that I am not required to retrofit the roof4wall co;nections of my:: ...... . .. ... building because: • The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.0U1Plea4vttach pro&OpAd valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBA) or with tkle proviaio4s- of 1994 edit' of the South Florida Building Code (1994 SFBC) •�• "•"' h ✓ �i e r� Signature State of Florida County of Dade Print Name The undersigned, being the first duly swom, depose and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of 16 lip M r l G% CLANS .r�' • f' Notary Public cA State ]22�2 Notary Public, Sate of Florida at Large _ "`,! Commission GG 215 orn. yComm. pares May 1Bonded through National Nota When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000,00, and the buIding was not constructed with FBC nor a 1994 SF8C. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitgation. Revised on 5/21/2009