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RF-19-1151Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Parcel Number 299 NE 99TH ST, Miami Shores, FL 33138 1132060134580 Contacts Permit No.: RF -06-1 9-1151 Permit Type:. Roof Work Classification: Tide/Flax Permit status: Approved Expiration: 11/18/2019 TREVOR & KRYSTLE HAGUE Owner OBENOUR ROOFING SHEET METAL & Contractor 299 NE 99 ST, MIAMI SHORES, FL 33138 SUPPLY CO. INC Other: 3053934461 JAMES OBENOUR 9822 NE 2 AVE SUITE 9, MIAMI SHORES, FL 33138 Business: 3057572612 OBENOURROOFING@AOL.COM Description: TILE ROOF ON NEW ADDITION AND B UP ROOF Valuation: $ 20,000.00 Inspection Requests: ON NEW FLAT PER PLANS 305-762-4945 Total Sq Feet: 1,905.00 Fees Amount Application Fee - Other $50.00 CCF $12.00 DBPR Fee $4.13 DCA Fee $2.75 Education Surcharge $4.00 Roofing Fee $225.00 Scanning Fee $12.00 Technology Fee $6.88 Total: $316.76 Building Department Copy Payments Date Paid Amt Paid Total Fees $316.76 Credit Card 05/22/2019 $316.76 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 are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws req4w it g constr ction nc!Aoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Sig Applicant / Contractor / Agent Date May 22, 2019 Page 2 of 2 b Miami Shores Village EQ Building Department MAY 21 u�9 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972\^ INSPECTION LINE PHONE NUMBER: (305) 762-4949 ' FDBC 20 1 BUILDING Master Permit No. t` ' 4 PERMIT APPLICATION Sub Permit No. a5 -i �I S I ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP �% �l j A k q COO�N+TRRACTOR- DRAWINGS JOB ADDRESS: CJS G_ _ L ' '3 O 4!-Q- } City: Miami Shores County: Miami Dade Zi 515\ U Folio/Parcel#: I the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE2: Q OWNER: Name (Fee Simple/1 Titleholder): yu q JRe' VA, Phone#: 3 3 �3% Address: c" -1 1 � City: ��mA� K0 ( t5 State: Pao C., Zip: 33 3 b Tenant/Lessee Name: M / Pt Phone#: Email: F-% P DCL% (V LMA CONTRACTOR: Company Name: 5 Address:: !S 13 ZZ P C - City: r'l- SN(J� Qualifier Nam 5� State Certification or Registration #: DESIGNER: Architect/Engineer: PICLIl f� of Competency #: )2- Value of Work for this Permit: C) 6 Square/Linear Footage of Work: Type of Work: A Addition ❑ Alteration ❑ N ❑ Repair/Replace Description of Work: PIAS -Nal , e CG SIC Specify color of color thru tile: -1 1-I i -A cr CS� c- ON t-yyt InA CM—L=X2k5" Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Tralning/Education Fee $ Double Fee S Structural Reviews $ Bond S 9C 1 TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 o 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, o certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charg d Signature WNER or AGENTO The foregoing instru ent was • acknowledged before come this �\_ day of c V 20 J� by who is personally known to me or 4ho has produced as identification and who did take an oath. NOTARY PIMLIC: �'-g�b Notary Public - State of Florida Seal : • , Commission # GG 104296 My Comm. Expires May 14, 2021 Bonded through National Notary Assn. e. Signa r CONTRACTOR .XZThe foregoing instruT en,j was acknowledged befo me this day of f2 ce y 20) by cJ A L- ->�2 09o is personally kno 0 me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: #int: L(-1 Seal: APPROVED BY (WN/ , I • Plans Examiner Structural Review (Revised02/24/2014) CATHERINE A. DUFFIN Notary Public - State of Florida Commission N GG 104296 horded through National Notary Assn. Zoning Clerk Mai+ef 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. rr To: Miami Shores Village Building Department Date: J 10050 NE 2^d Ave Miami Shores, FI 33138 Re: Owner's Name: N% Property Address: Roofing Permit Number: k6(cs)R, 33139 Dear Building Official: 1 1 certify that I am not required to retrofit the roof to wall connections of my building because: Xhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) G Signature State of Florida County of Dade Print Name The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this •L day of Oq a Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,ODk. and the building was not constructed with FOC nor a 1994 SFBC. Then you must provide a twdd'ing application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5121009 ,,yri,r!liflJ�I�y� ��drH€Rf1�L� h, DU�FsIN {� Notidly aa$li > Make 6Y Fldritla C"p"iss l0d # 66 104296 y s�mm. Ehtptlas May 14, 2021 bonbAthrour'.filianal Nolarygssn. 5/21/2019 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER ♦r Summary Report Property Information Folio: 11-3206-013-4580 Property Address: 299 NE 99 ST Miami Shores, FL 33138-2434 Owner TREVOR D HAGUE KRYSTLE M HAGUE Mailing Address 299 NE 99 ST MIAMI SHORES, FL 33138-2434 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,739 Sq.Ft Living Area 1,606 Sq.Ft Adjusted Area 1,672 Sq.Ft Lot Size 11,865.7 Sq.Ft Year Built 1950 Assessment Information Previous Benefit Type 2018 2017 2016 Year 2018 2017 2016 Land Value $356,113 $356,113 $296,761 Building Value $150,058 $150,058 $150,058 XF Value $24,769 $25,082 $25,395 Market Value 1 $530,940 $531,253 $472,214 Assessed Value 1 $436,129 $427,159 $418,374 Benefits Information Previous Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $94,811 $104,094 $53,840 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 MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 22 & 23 BLK 33 LOT SIZE 103.180 X 115 OR 18218-1228 0798 1 Generated On : 5/21/2019 Taxable Value Information Previous 2018 2017 2016 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $386,129 $377,159 $368,374 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $411,129 $402,159 $393,374 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $386,129 $377,159 $368,374 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $386,129 $377,159 $368,374 Sales Information Previous OR Book- Price Qualification Description Sale Page 02/19/2015 $100 29517-4222 Corrective, tax or QCD; min consideration 12/05/2013 $562,600 28947-4024 Not exposed to open -market; atypical motivation 06/28/2013 $309,000 28723-1141 Financial inst or "In Lieu of Forclosure" stated 07/01/1998 $188,000 18218-1228 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Ponderosa PER 100 88.5 Tiles (Y headlap) SQ FT 970 Pounds (approx.) A more durable and affordable alternative to natural wood snake, our Ponderosa tile has beautifully textured shadow lines that graze its surface to deliver a truly rustic wood appearance. If you are seeking remarkable curb appeal, a Ponderosa roof will complement many architectural styles including Prairie, Craftsman and Bungalow, to name a few. \ IL—J/O— 5502 Arcadia Canyon Brown -Hues of Dark Brown, BlackStreoks Ref: .13 Emi:.94 SRI: 12 A.SRI: 16 CRRC: 0918-0043 5 - Sierra Ma re ack"reoks I� Emr.92 SRI: 9 A.SRI: 12 RRC: 0918-0111 j- 5-7/8" 5671 Village Blend-BlendofPeachyTon,Taupe, Brown, Dark Browr 5687 Brown Gray Range-RongeofBrown,Gray Ref. .17 Emi:.93 SRI: 17 A.SRI: 17 CRRC: 0918-0039 Ret: .15 Emi:.91 SRI: 13 A.SRI: 15 CRRC 0918-0028 A.SRlactual:#.A.SRI calculated #. Yellow highlighted calculation indicates anA.SRI of1 er. *Color bonded/slurry tiles not recommended in locales subject to repeated freeze -thaw cycles. Notice. To ensure your satisfaction with your tile choice, we request you obtain a c ample; or request addresses in your area from your local Design Center/Eagle Representative, Ponderosa 1 iiiiV "'o , , AAI 55517 Wildwood -Hues of Ton, Maroon, BlackStreoks 56046 Rockledge -Hues of Dark Charcoal, Rust, Red Streaks 20 A.SRlactual:#.A.SRlcalculated:#. Yellow highlighted calculation indicates anA.SRIof16orgreater. *Color bonded/slurry tiles not recommended inlocales subject torepeated freeze -thaw cycles. Notice: To ensure your satisfaction with your tile choice, we request you obtain a current tile sample; or request addresses in your area from your local Design Center/Eagle Representative. RE: Permit #_ 0 11 s-( Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: =6—` (19 I j A m e s 't)- 0 0 e 0 O u✓ licensed as a (n) Contractor / Engineer / Architect, (Print name and cirdeLicense Type) FS 468 Building Inspector License #: e[ , o t t 3 o On or about_ Z S , I did personally inspect the roof deck nailing -� Date &time) work at ge _1 -:�' -t- (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Sign ure State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 7M day of ,,,e .2, C�nj Notary Public, Sate of Florida at Large _ CATHERINE A. DUFFIN s Notary Public - State of Florida i • : _ Commission N GG 104296 a�3 My Comm. Expires May 14, 2021 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. In �" No, permit # and address # dearly shown marked on the deck for each inspection 0-4-1 — r7Nr1PNNA14M1 ronnn •,..... t Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit Number Contractor's Name 0 Process Number CE Job Address 9 A/ sv ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile E]Mortar/Adhesi et 'py ❑ Asphalt Shingles ❑ Metal Panels/Shingles ❑ Wood Shingles/Shakes Is there an existing Roof Top Solar System? (' Yes (a' No Will it be reinstalled? ('j Yes No Are there gas vents on the roof? (� Yes ("No Type? ❑ Natural ❑ LPGX ROOF TYPE 2/New Roof ❑ Repair ❑ Maintenance ❑ Reroofing ❑ Recovering ROOF SYSTEM ROOF INFORMATION Low Slope Roof Area (ft) Steep Slope Roof Area (fe) Total (fe) 1 y Section B (Roof Plan) Sketch the Roof Plan: Illustrate all levels and sections, roof drain, scuppers, overflow scuppers and overflow; cGins. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zongi end location; of parapet ...... .. . ...... ....� . ._ _�r ••�� ' •��••,.�•••• i � • s. �i a� �i :.r � .s • • • • A. .�" ; • • f ' [ t •000000* -...i- 4` ,c. • .w rr tie-•..e....i,"Y�""' `�" Y +�+.0-#. . '�^..'� Y}°a.,.l'^.'t'.^-rt.^• � n^.�.._..}.'»'i^^-"�„ .} - .€.�.A^.:".m. • D s • 0 69 • •� t• 1; • �_µ��.f.. #. ... ...,a « .p.. F.^..�,., .. a+. I y �.$.., .i...-., � ,�.+i. a... .,,,.-j -.�.-F...a......w � `�,�.w.�.... �, •,..,.,.y...a ,. t4 T ` M w .a...., Itv ...:. i- � � .�, ��%r, ' . t :" as �� #• #� ,�3 i � � .� � % � # � �. ,r 4-- ..i...a....+_ F a .}..w-.'3.---' 4"`4- }, a E f £ t .�..-+ a. _ . _ f a• , k .� P. �:. i ^{ , - a �r'„PE3fl1l r a P ! ,...,max,.—...-.,..w.�.^.m�,�.q .g...p.. ...-.e..yr...,i� ,._. y..,e..... 7.' J _ a c r L , 123_01-48 4/19 PAGE 2 I � — � � - � �..�. S Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: A - Product Approval No.: 18-01711 '0:7 Design Wind Pressures, From RAS 128 or Calculations: P1: --4,V P2: "%I 7 P3'!_/j P, A Max. Design Pressure, from the specific product approval system: �s Deck: Type: ��lw K%d✓Q Gauge/Thickness: r_SI� / Z Anchor/Base Sheet & No. of Ply(s): k/ Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: AL Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Ply Fastener/Bondi�g�Ma�ter" I: Surfacing: /{- Fastener Spacing for'AncThor/Base Sheet Attachment: Field: 1—" oc @ Lap, # Rows .3 @ _Z_" oc Perimeter: % " oc @ Lap, # Rows 3 @ " oc Comer: 6 " oc @ Lap, # Rows J_ @ 4 "oc Number of Fasteners Per Insulation Board: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. riff4 QED !A'/S' !i/abie:%�� equli'tda'X IX -7f,4 itayE I n Top Insulation Size and Thickness: to aha Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): 6)J77&P IV Base Sheet astener/Bo%ding Material• N wG 4 f �i a t Ply Sheet(s) & No. If Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: loi v,,Aoti� e!!, -e - Mogt r 123_01-48 4/19 PAGE 3 . .... ...... • • : *P.am%pet • •Cs• • Height ••••• FT/r • • Roof `© Height/ Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: _ Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 3, [-J, P1: // 3'I' P1: ►LSA Deck Type: p1q -1qwe, f 1 1 Type Underlayment:�� e 1 Roof Slope: 1 12 Insulation: �. 1 1 Fire Barrier: 1 Ridge Ve 'dation? Mean Roof Height: f I_ 123_01-48 4/19 PAGE 4 Fastener Type & Spacing: y� `� , ,� a � e �! 1 Adhesive Type: 7- pE � 0000 1 0000 Type Cap Sheet:Trf ,;t"rf�• ..1... 1 •. Roof Covering: %jL !tea �I�Gf • / �� •�,. • ••J••• ..tee .' Type & Size Drip 0000..• a. • ..�.. • • 10:0 Edge: 0• .0000. .. ... 1 . . :-Joe: 0 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for M, with the values from Mf. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 r"�Moment Based Tile Calcylations Per RAS 127" (P1:� x a, L9A P. T 6 - Ms:Mr, tf Product Approval M, �Fd• (P2 -A, I xX, y7f Mg: Z7f = M,/Product Approval M, 40'• `/ (P3/� % XX : = 2 ,1 - Mg:% 7r = M,, ', 2 Product Approval M, 'fog i/ Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M) From Table Below Product Approval M, 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. • • • • Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x L = x w: _ _) - W: x cos 8 = F„ Product Approval F (P2: -x L = x w: =-)-W: x cos 8 = Fr2 Product Approval F' (P3: x L = x w: _ ) - W: x cos 8 = Fr3 Product Approval F' Where to Obtain Information • • • • • • Mr required Moment Resistance" Symbol Where• "rid Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. 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 8 = F„ Product Approval F (P2: -x L = x w: =-)-W: x cos 8 = Fr2 Product Approval F' (P3: x L = x w: _ ) - W: x cos 8 = Fr3 Product Approval F' 123 01-48 4/19 PAGE 5 Where to Obtain Information • • • • • • Description Symbol Where• "rid Design Pressure P1 or P2 or P3 RAS 127 Table 1 or Dan engineerir)gag4ysis prdL pared by PE based onAS(;L J • Mean Roof Height H Job Site . . '. Roof Slope 6 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M9 Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 123 01-48 4/19 PAGE 5 MIAMFmo 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.aov/economy Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. 0000 0000.. DESCRIPTION: -Low-Profile Concrete Tile 00 0 000000 060.9. 6 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, oit -state and foljowing ; • • • • ; statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • • • • . .. 6 :000 0000.. 6 • 6 0000. RENEWAL of this NOA shall be considered after a renewal application has been filed and'thete has been no change • 0 0 0 0 in the applicable building code negatively affecting the performance of this product. : ":': 6 •0 • 9 . 000 0. .. 6 666960 � 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 tiny pr educt, • 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. 18-0509.18 and consists of pages 1 through 10. The submitted documentation was reviewed by Freddy Semino a NOA No. 18-0829.05 Expiration Date: 10/05/21 Approval Date: 10/04/i8 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Low Profile Lenght = 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile Width = 12 '/4" Type 3a nail holes. For adhesive set, direct deck or Thickness = %i" Class III battened nail -on applications. Low Profile Lenght = 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile Width = 12 '/4" Type 3a nail holes. For adhesive set, direct deck or Thickness = 'h" Class III battened nail -on applications. 99966" • • 0000 0000.. Low Profile Lenght = 17" TAS 112 Flat profile concrete hoof the with-slaV finish '. Concrete Tile Width = 12 '/4" Type 3a equipped with two nail bO--. For ac%esive se{,* "' Thickness ='/2" Class III direct deck or battene(lnzil-on applicayons. • • • • • • . . 0000 .. 0000. Low Profile Lenght = 17" TAS 112 Flat profile concrete M4? file wit4 §)jl n finish • :..' Concrete Tile Width = 12 '/4' Type 3a equipped with two nail hbles. Fol adhesive set,- • • • • Thickness ='/2" Class III . •000 • direct deck or battenjJ nsihon applications. ' •. Low Profile Lenght = 17" TAS 112 000000 0000. Flat profile concrete root tOe brushed finish ; • • • • Concrete Tile Width = 12 '/4" Type 3a equipped with two nail holes. For-41hi 'sive set, Thickness ='/z" Class III direct deck or battened nail -on applications. Trim Pieces Lenght = varies TAS 112 Accessory trim, concrete roof pieces for use at Width = varies hips, rakes and ridges. Manufactured for each varying thickness tile profile. NOA No. 18-0829.05 Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 2 of 10 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset® AH -160 TILE BOND' Roof Tile Adhesive Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. DAP Foam Touch N Seal Two component polyurethane StormBondo 2 Roof Tile Adhesive foam adhesive. 2.2 MANUFACTURING LOCATION 2.2.1. Sumterville, FL 2.3 EVIDENCE SUBMITTED: Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. The Dow Chemical Company Dap Foam, Inc. Test Asency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF -001-02-01 TAS 112 Aug. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing .bec.1991 Appendix III . . TAS 102(A) • • • • .... ...... • Redland Technologies 7161-03 Wind Tunnel Testing • • •; • • • • *Dec* 1991-9— 991• • • • � • Appendix Appendix II TAS 108 (Nail -On) • " ; .... ; Redland Technologies P0402 Withdrawal Resistance Testing of wmm7 vs. Sept. 1993..... smooth shank nails • • ; • • ; 00:00" Redland Technologies Letter Dated Aug. 1, .. .. Wind Tunnel Testing , , , , , , . Aug. 19400::6 1994 TAS 108 (Nail -On) : ' : . , . , „; , Redland Technologies P09647-01 Wind Tunnel Testing : .. `Aug. 1994....; TAS 108 (Mortar Set) • ' The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(2, 5, & 8) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7214-(1, 5, & 8) Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 NOA No. 18-0829.05 MwMEaaoe courrrir Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 3 of 10 The Center for Applied 25-7496-(1 & 4) Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996 Engineering, Inc. TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 52011111 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moments Due to Gravity Sep. 2006 ATL of South Florida RT1214.01-15 TAS -112 12/17/15 ATL of South Florida RT0706.01-17 TAS -112 09/25/17 PRI Construction Materials DAPF-001-02-13 Static Uplift Resistance Testing 11/30/17 Technologies DAPF-004-02-01 TAS 101 (Adhesive) 07/09/18 DAPF-004-02-02 07/09/18 3 LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quartevky test in accordance with TAS 112, appendix `A''. Such testing shall be submitted to the Miaipi-Dade County.Product ...... Control Section for review. .. .., 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Slandard§ 11st;d • • •' section 4.1 herein. ... a .. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the rdV.Zpe unliss, §tp* ed 0 • • • • • otherwise by the underlayment material manufacturers published literature. ..:..' 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in cempliarice with ...... applicable Building Code. ; • • ; • ; • 3.7 All products listed herein shall have a quality assurance audit in accordance with the.Florida Buitft-oode •• • Rule 61 G20-3 of the Florida Administrative Code. ' ..' : . ; • •. •, 4 INSTALLATION: 4.1 Eagle Roofing Products LLC Low Profile Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations NOA No. 18-0829.05 Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 4 of 10 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Low Profile Flat Tile 11.4 1.42 1.03 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Low Profile Flat Tile 0.301 - 0.278, Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7':12" Low Profile Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.48 7.71 1 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) 2-10d Ring Shank Nails 30.9 38.1 1 .2 Low Profile 1-10d Smooth or Screw 7.3 9.8 Flat Tile Shank Nail •••••• '..' ; so* Low Profile 2-10d Smooth or Screw 14.0 18.8 • • • • • • • 7.4 • Flat Tile Shank Nails '006000 ... ;•. •• • 1 #8 Screw 30.8 30.8 '18.2 2 #8 Screw 51.7 51.7 .. •. • • --14.4 1-10d Smooth or Screw 24.3 24.3 ••.... .24.2 Shank Nail Field Clip)• • . . G o o 1-10d Smooth or Screw 19.0 19.0 22.1 • Shank Nail Eave Clip); . • • • • 2-10d Smooth or Screw 35.5 35.5 ' 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fasteners are located a min. of 2'h"from head of tile. NOA No. 18-0829.05 Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile Adhesive' 43.9 1 See manufactures component approval for installation requirements. Tile Application QtWhment 2 The Dow Chemical Company TileBondl Roof Tile Adhesive weight per patty 13.9 ams. 31.3 3 ICP Adhesives Polyset@ AH -160 weight per patty 8 grams. 31.3 4 DAP Foam Touch N Seal StormBond ® 2 Roof Tile Adhesive weight per paddy 8 grams. 109 • .. . .. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) Tile Application Attachment Resistance for Single Patty Adhesive Set Systems Mortar Set 43.9 Tile Profile Tile Application QtWhment . 'Reoigtance. Low Profile Flat Tile Adhesives ...... • .. . .. 5 See manufactures component approval for installation requirements. • • • • • • • 6 ICP Adhesives Polyset® AH -160 large paddy placement of 45 grams. •• ; 1.1$.9 7 ICP Adhesives Polyset® AH -160 medium paddy placement of 24 grams. so:**: %AU " .. 8 DAP Foam Touch N Seal StormBond ® 2 Roof Tile Adhesive large paddy placement of 45 Grams. 73 9 DAP Foam Touch N Seal StormBond ® 2 Roof Tile Adhesive medium paddy placement of 24 • • • 44 rams. .'• % Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile Mortar Set 43.9 10 Tile-Tite Roof Tile Mortar. NOA No. 18-0829.05 Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 6 of 10 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". �l EAGLE 'M FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR ...... .... .. . ...... ...... EAGLE FL • •����• �•••�• �••••• ...... .... . . . ..... ...... (LOCATED ON FRONTSIDE OF TILE) • • • • • • • . . . . ...... Low PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT • • • • • • 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No. 18-0829.05 Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 7 of 10 PROFILE DRAWING LOW PROFILE ROOF TILE LOW PROFILE ROOF TILE . NOA No. 18-0829.05 Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 8 of 10 9 PROFILE ROOF TILE • . • . • • ,Low • • • • • • 40 • . .•.... LOW PROFILE ROOF TILE 12%-"1 NOA No. 18-0829.05 Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 9 of 10 LOW PROFILE ROOF TILE END OF THIS ACCEPTANCE NOA No. 18-0829.05 Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 10 of 10 0000 . . 0000 0000.. 0000.. 0000.. 0000 .. 0000. . 0000 • . 00000 . 0000.. .00.0. . 00 . . . . 0000. 0000.. :0000: . . 0000.. NOA No. 18-0829.05 Expiration Date: 10/05/21 Approval Date: 10/04/18 Page 10 of 10 MiAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION iffi�R 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.miamidadLgov/economy -ICP Adhesives and Sealants, Inc. 12505 NW 44'h Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modifry, or sasfeu'd.the use of such product or material within their jurisdiction. RER reserves the right to revoke. this:acceptan%. if it 'is**::* determined by Miami -Dade County Product Control Section that this product or material faijs, "Wet the rg4uitemenJ4..:. of the applicable building code. 0 0 0:.. . . *000 9.9 . This product is approved as described herein, and has been designed to comply with the'frarida guiiding Code including the High Velocity Hurricane Zone of the Florida Building Code. 0000. 0 0 0 0 . " 00:0*- 0 0000.. .. .. . 0000.. DESCRIPTION: ICP.Adhesives Polysee AH -160 ' 0 0000.. 0090.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd,. Ghy: state end, following 9.9 ; statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.0.:009 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. 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 Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam ei hesive Polyset'AH-160 • • • • • • • • • • ICP Adhesives Foam N/A Dispensing Equipment • ...... .. . ...... Dispenser RTF1000 *00000 ICP Adhesives ProPacV N/A Dispensing Equipment."". ' . . 30 & 100 •••••• ••••. .. .. . ...... PRODUCTS MANUFACTURED BY OTHERS: • • • • • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current N&Ahjch 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 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft' 3.1 Perm / Inch +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @1580F., 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 Ap-ency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Report Date #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 NB -589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 7050.02.96-1 TAS 114 . . • • .... 0j: 3 14/.9•6 ...... • • P36700.04.12 ASTM D 1623 ...... 016l1E/12 ...... P39740.02.12 TAS 101 ...:.. 02/23/12 TAS 123 .... . .. �•••�� ..... 528454-2-1 TAS 101 ":": 11]l231�8 ""'• 528454-9-1 "•"' 528454-10-1 •�•��� . . . . ...... 520109-1 TAS 101 12Y2E19'8 . 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH -160 shall solely be used with flat, low, & high rile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH -160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 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 applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). •....• 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 orJEP •; Adhesives ProPack® 30 & 100 dispensing equipment only. "' ; " ' • • 7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. .... .. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes aifer ICP Adhesives Polyset® AH -160 has been dispensed. • • • • • • 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in accc;da*eq with the • 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. ; NOA No.: 17-0322.03 rnaMi•owoe coutvrir Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at PVAffiQVADE§" • • • . .. overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead .... ' Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches .. lAgrams Wi t -r --pan . 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 MIAMFQADE COUNTY .... � Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 LABELING: . . ...... . . ..... All approved products listed herein shall be labeled and shall bear the imprint or identifiable mating of the • • • • • • • • manufacturer's name or logo and following statement: "Miami -Dade County Product Control ApprQdgd" or the Miami- •, Dade County Product Control Seal below. ; as shown :0000 . PVAffiQVADE§" • • • . .. 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 MIAMFQADE COUNTY .... � Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 i�d«�yn+w�u ok ° loin. Ea.• a.t.m ADHESIVE PLACEMENT DETAIL # 1 TW Nal lhmuo pl•sUC tsslti.n re4ulnd► �dtr` tiirn••shTiNt IAxt•►laynswd '�++ 16111.M 2 t.. wide ttatt•ns � ,/aptte�•I hzda weeowk Emedasum Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 000000 . • •... ...... 1. Starting at the eave course; aa inti Me* 2" '. (50.8 mm) x 10" (254 (25.4 'mm) (foam paddy onto the underlaynr" positioned as shown; • a,,*: under the pan portion of1he 198 closest to the ..... overlock of the tile being set'. . • ..... .. .. . ...... 2. Continue in same mann*'.' 149*e approximately 17 • (109.7 cm2) — 23 (148.4 cm2) square :wh 3dhesivt 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 M11I ""INObt ie t•nans P%"YOft"**W tnt"" Mqufr•d� U*datt YWffl 0 e zIG, eanew epftnol Eswteuese 6 t01h NO& F.sy Ciesty NO through clastic O""ert (when required) �„�.. Paddy{�•neathTilt? n+hn{aYnt•nt 7ln{• 21h. iiattem optional iCin. 3iiu Eewa...•. E+vw Gena• f' Fotdh Flat/Low Profile 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 strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. lose 3. Continue in same manner. Jnsurje appro&jgWely 10'.' �, e • (64.5 cm2) - 12 (77.4 cm) %quhrdinch adhWve contact with the underside •ofetke-tile. ' e. • . •..:. ssoes• Medium Profile / Double Pan rite lee.•• • • sego• • • loll•. 1. Starting at the eave course. ;ppLy a mimmup 2" (50.8 e • mm) x 10" (254 mm) x 1"X25% dun) fpam paddy onto the underlayment positioned as sh'o eq under the pan portion of the tile closest -to le overlook of the : ` • * • : tile being set. Insure approximately 17 (M9. - cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the rile. (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) NA through plastic a tvAen r**md) rrd�r te.,+�wtint.r devte�nrtne riti 8attena apitos9t Baro cowpe assis rt"004e High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 0000 3. Continue in same manner.elp§>!rc:approxjirlatgly 17'� (109.7 cm2) - 19 (122.6 ciu2.l.svwre ind% #dhQsive .... contact with the underside %f+dwetile. 4 0000.. 0000 .. 0000 . .. 0000. 0000.. .. .. . 000000 0000.. . 0 0 0 000000 000000 4 0094 .. 00 4 0 40 4 4 4 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 tbetxeen t➢es) Eattensapeiarsal ' * (under die) an�d� z a tn. on 2x kL toin , 2 c>sm lAveclosuse MEMMMEMna Rat/Low Profile Tile Medium ProBleTlle 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, qr tmdfr the f • • • •; • the second course tile to be in'stalred. InAbrf': '. . . . approximately 8-9 int (51. of cm2) of adhes.ive ...... contact with the underside tile. • • • • • • .... . .. ..... ...... . . (Instructions continued on nextepage) ..... • •.... . . . . ...... Medium ProBleTlle 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, qr tmdfr the pan portion of the tile, clos0st toVe und&tdek for • • • •; • the second course tile to be in'stalred. InAbrf': '. . . . approximately 8-9 int (51. of cm2) of adhes.ive ...... contact with the underside tile. • • • • • • .... . .. ..... ...... . . (Instructions continued on nextepage) ..... • •.... . . . . ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL. # 3 (CONTINUED) t' A dwouo plastic SMgte paddy ander the twhmmwkem !'adder (between tiles) Battens epd t PAWY(WAN toe) ...... an F"4x4in. sx4 PoWW on top of Me L� .. . Eare Gowrse ` weq*wb 101e21n. wedge High Proneme 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the file at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the file at the head of the tile. Continue in same manner. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 . . .... ...... ...... .. . ...... .... . .. ..... ...... . . ..... .... . ...... . . . . ...... 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) Tum covers upside down. Place adhesive In to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. o IUnderlayment Eave dosure (motar shown) Fascia Remove top portion of the cave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are Hush 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 approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing *e underside of the tile. Apply a mipimp?q 1" (25!4 mm) x 19'a • • • (254 mm) bead of adheVVe directly bre ft inner • • .. 0 .. 0 6 edge of each side of the c.over tile. Leave. 9 6 0 6 0 6 approximately 3/4" (19.*mmjto 1"J25.4 mm) from the outside edgetkf6tbp'tile, irjwlt;c *ee of* .... foam to allow for expausiou. 6 00 0 : 0 0 • 6 .0696. .. .. . 0000.. 4. Turn cover tile over after fe$m is applied and • • place onto pan file codrse. Insure EC V�I;bum of • • • • 20 (l 29 cm2) - 25 (161.3 e&2) squdre inch :0900: contact area on each sine of the coven Lila to the pan tile. Continue in same manner. Tnm 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 ��]CWiFi i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA CertainTeed Corporation, 20 Moores Road Malvern, PA 19355 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the *V�gpted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, moth*, or ...... suspend the use of such product or material within their jurisdiction. RER reserves the right w evoke this ac mptance, •' if it is determined by Miami -Dade County Product Control Section that this product or mateilAr lts to melt the • • • •' • requirements of the applicable building code. •. •,.. This product is approved as described herein, and has been designed to comply with the Flori44 P.61dingZe je • •' including the High Velocity Hurricane Zone of the Florida Building Code. 000 , 0 • ; • • .. .. . ...... DESCRIPTION:: CertainTeed Underlayment Systems • • • • • • • . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,;jV, state ark fQowing ; • • • • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. ' .:..' RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-1028.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS SCOPE: This approves CertainTeed Underlayment Systems, as described in this Notice of Acceptance; designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description WinterGuard HT 36" x 65' ASTM D 1970 Modified fiberglass reinforced, bituminous sheet Manufuring rolls material for use as an underlayment in sloped roof Location #1 assemblies. Designed as an ice & rain shield. .... WinterGuard Granular 36" x 65' ASTM D 1970 . . .... ...... Granular surfaced modifi@d, fiberglaj§ rQit brced, •, Manufuring rolls . ... . . ...... bituminous sheet materia or use as a$ *oi*assemblies.� Location #2 underlayment in sloped r 4... : • • • • .. Designed as an ice & raftlNietd. • WinterGuard Sand 36" x 65' ASTM D 1970 Embedded sand surfaced modified, fiberglass ' • • •: • Manufuring rolls .1111. . reinforced, bituminous deet r:ateriaj for pse as an • • • Location #2 underlayment in sloped roof assemb0C9.• .. Designed as an ice & ra6 Aield. .. 1111.. Diamond Deck7" 48" x 250' ASTM D 226 0000 Synthetic, scrim reinforced underlayment for use Manufuring rolls Type H under shake, shingles, slate or metal roofing. Location #3& 4 MetaLaymenf' 39 s/a" x 61' ASTM D 1970 A film surfaced, self -adhering underlayment for Manufuring rolls use under metal roofing. Location #1 Black Diamond' 39 s/s" x 68' 7" ASTM D 1970 Granular surfaced modified, fiberglass reinforced, Base Sheet rolls bituminous sheet material for use as an Manufuring underlayment in sloped roof assemblies. Location #2 Designed as an ice & rain shield. Not for use as an Anchor Sheet. Direct adhesion to wood deck not permitted in the HVHZ. NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 2 of 9 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Flintlastic GTA 39 3/8" x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen Manufuring rolls Grade G membrane with non -woven polyester mat Location #1 Type I reinforcement for torch application. All Weather/Empire 39 3/8" x 65' 10" ASTM D 4601 Asphalt coated fiberglass reinforced base sheet. Base Sheet rolls Type II Manufuring Location #1 Flintlastic GMSF 392/8" x 32'10" ASTM D 6164 Granule surfaced SBS Modified Bitumen Manufuring rolls Grade G membrane with non -woven polyester mat Location #1 Shreveport, LA Type I reinforcement for mop application. Flintlastic SA Cap 393/8- x 33'l I" TAS 103 Polyester reinforced, self-adheringMS'tpodified Manufacturing rolls 0 ..,. .00900 bitumen cap sheet. • .. • , • • Location #1 •0000. .. 0000.. 0000.. Roofers' Select 36" x 144' rolls ASTM D226 0000.. An asphalt-impregnated,"drtanic 01 reftorced • Manufacturing Type I .,.. 0000. with glass fibers, roof n� �nderlaymeni *go** 9 Location #5 • • • • 0000.. 999999 RoofRunner 48" x 250 rolls ASTM D226 Synthetic, scrim reinforced underlayment for ugcr •"' Manufacturing Type II 9 under asphalt shingles! • • • :00 • • Location #6 • • • 999 MANUFACTURING LOCATION: 1. Little Rock, AR, 2. Shakopee, MN 3. Hangzhou, China 4. Silvassa, India 5. Shreveport, LA 6. Vapi, India NOA No.: 17-0306.07 MIAMFDADE COUNTY . , . • 1 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 3 of 9 EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Report Date Momentum Technologies, Inc. AX31G8G ASTM D6222 06/05/09 TrinitylERD 3530.12.05-1-R1 ASTM D1623 10/05/09 C30280.12.09 -R2 ASTM D226 12/11/09 C32240.03.10 ASTM D4977 03/04/10 C30890.03.10-1 ASTM D1970 03/17/10 C3500.04.10 TAS 103 04/01/10 C31860.05.10 ASTM D1623 05/18/10 C40050.09.12-2 ASTM D 1970 09/28/12 C31410.10.10 -R1 ASTM D5147. ASTM D4798 11/02/12 C45240.01.14-1 ASTM D1970, TAS 110 01/15/14 C32930.01.11 -R2 ASTM D1623 01/20/14 C45240.01.14-2 TAS 103, TAS 110 01/24/14 CTR -SC 11145.16-3A ASTM D4601 09/19/16 CTR -SC 11415.11.16 TAS 103 . Y Y • •1.1 /28/ 16 CTR -SC 11505.12.16 . . ASTM D rW 6666 6666.. J.2/22/16 • ACT-SC14110.06.17-1 ASTM D43&* • '..' &/29/1Z..:. 600.00 . . . :000*: PRI Construction Materials CTC -093-02-01 ASTM D6164, A$1M'V4798:.. 666.. 'Q8/09/tl • Technologies, LLC CTC -163-02-01 ASTM D6757, AS'I'1CPD226, ' ".05/09/13:' 6. 6666.. ASTM D4$6j•• . 6666. ...... 6666.. InterTek Testing Services Ltd. 10103165000Q -002C ASTM DUe .08/13/13..:. 101227796COQ-003C ASTM D479$ •. ***•68/13/ • :�� 10103165000Q -005C ASTM D4869 ' • . . • .' •08/13/23 • • • • • QAI Laboratories RJ3334-2 ASTM D226 07/07/14 RJ3502-1 ASTM E108 09/29/14 NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 4 of 9 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(5): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One ply of ASTM D 226 Type H organic felt or All Weather/Empire Base mechanically attached with a minimum 4" side lap and a minimum 6" end lap. Anchor sheet shall be applied at a right angle (900) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll of the base sheet. Ply Sheet: (Optional) One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Flintlastic GTA torch applied to the preceding sheet or Flintlastic SA Cap, self -adhering membranes adhered to the preceding sheet with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave,e"ling the membrane to obtain maximum contact. Remove the release membr4ie q3 The me abnene is -0000. applied. Vertical strapping of the membrane is acceptable. If membraVe is strapp2d,:h9n • anchor sheet and ply sheet must also be strapped. • 0000.. 00 0 000000 000000 • • 0000 .. 0000.. When used in Tile roof systems the cap sheet shall be back nailed to d"*ith a4p1'f Vti 0.... annular ring shank nails and tin caps at a maximum of 12" o.c. at tho fidoa ps and 6" o c. at the% o • end laps. No nails or tin caps shall be exposed. 00000 ..... 0 • :09:0: • •0 Surfacing: •Flintlastic SA Cap, Flintlastic GTA and Flintlastic GMS may be ujed with any-*aj"wed root•' 0 tile system mechanically fastened as specified in their current NOA.. • • • • • • 0 00 0 0 •Flintlastic SA Cap, Flintlastic GTA and Flintlastic GMS may be used with any &AproVed roof tile system adhered as specified in their current NOA using any foam adhesive listed and having a current tile adhesive NOA approval. Must comply with appropriate Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Codes. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. APPROVED NOA No.: 17-0306.07 MIAMI•DADE COUNTY �ffg.. , y Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 7 of 9 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 material. LIMITATIONS: 1. Fire classification is not part of this acceptance. • • • • 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard H'h WdnterGuar$'V'ranular,,' WinterGuard Sand, DiamondDeck, MetaLayment or Black Diamond Base Sheet as a cag membiene: shall be • acceptable for use in asphaltic shingles, wood shakes & shingles, u slate and: � � roof a • ications: . . . • P P g� g, quarry � .�ta1. PPl� CertainTeed underlayment roofing systems utilizing RoofRunner or Roofers' Select shall Jv acceptal le for use iri "': asphaltic shingles. • • • • • • • • • • • 3. CertainTeed underlayment roofing systems utilizing Flintlastic SA Cap, Flintlastic GTA 14*Fontlas4r. rjW as 1 • • • • cap membrane shall be acceptable for use in foam adhesive set and mechanically fastWd I oof tiPe systems at specified in the surfacing option of the approved assemblies. • . . . ...... 4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be.in co4liarice witl applicable building code. CertainTeed underlayment roofing systems shall be installed in stri;t conj)ljw%e with applicable Building Code. *000 5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with deck free of irregularities. 6. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap, MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof for longer than 180 days of application. RoofRunner and Roofers' Select shall not be left exposed as a temporary roof for longer than 30 days after application. 8. CertainTeed underlayment products may be used with any approved roof covering Notice of Acceptance listing CertainTeed underlayment products as a component part of an assembly in the Notice of Acceptance. If CertainTeed underlayment products are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or Miami -Dade County Product Control for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 9. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 10. 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. 11. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. NOA No.: 17-0306.07 MuFaaoecouNrtt Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 8 of 9 13. The maximum roof slope for use as roof tile underlayment for direct -to -deck tile assemblies shall be as follows: (Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the underlayment. See Table Below) Tile Profile Flintlastic GMS' Flintlastic SA Cap' Flintlastic GTA' Flat Tile 4:12 6:12 6:12 Profiled Tile 4:12 5:12 6:12 'The following is applicable to all systems using and Flintlastic GMS: 0000 *Slopes greater than 4:12 — Horizontal batten strips are required. Stage tiles touching borizgntal battier$; a maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below). ... • 'The following is applicable to all systems using Flintlastic SA Cap: • • • ; • • • • • • • • • • •Slopes up to 5:12, Profiled Tile — Stage by placing two tiles perpendicular to the slope.]"Wwed bey n4imum; • • • •; four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 bh).W} 0 : 0 0 0 0 00000 *Slopes greater than those shown in the above table — Horizontal batten strips are regai*&&.Mage dlec t:wching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope (S00F6a ur00 pe e 2 below). 0 • 'The following is applicable to all systems using Flintlastic GTA: • • • 0 0 •Tiles shall be stored on battens on roof pitches greater than 6:12". Front View Figure 1: Staged Method, Front View Figure 2: Batten Method END OF THIS ACCEPTANCE 0000.. . 0000.. .. • • •• • • 0 Side View Figure 2: Batten Method NOA No.: 17-0306.07 Expiration Date: 11/24/19 Approval Date: 07/26/18 Page 9 of 9 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION , T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/economy .GAF -, 1 Campus Drive Parsippany, NJ 07054 SCOPE: 0000 This NOA is being issued under the applicable rules and regulations governing the use of gonstluction• 0 0 0 • 0 0 0 0 • • materials. The documentation submitted has been reviewed and accepted by Miami -Dade Gotdnty RER . �. 0 Product Control Section to be used in Miami Dade County and other areas where allowediryfi�-,Authortty • • • • • • Having Jurisdiction (AHJ). • • • • • • • 0000.. 0000 :0. 0 This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyPtbduct 0 0 0 • 00:00. Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Co W) 000000 ""' reserve the right to have this product or material tested for quality assurance purposes. If tiik p gduct or 0 0 *00 material fails to perform in the accepted manner, the manufacturer will incur the expense Of sOct testigg 0 0 0 0 0 ; 0 and the AHJ may immediately revoke, modify, or suspend the use of such product or material within tgeir"' 0 0 jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mianli•Da& Cou;►ty • • 0 : 0 0 0 0 Product Control Section that this product or material fails to meet the requirements of the applicable 0 0.0 building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. f DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. _ LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-1030.01and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 18-0919.07f Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 1 of 27 ROOFING SYSTEM APPROVAL Category Roofing Sub -Category BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 2 of 27 TABLE 1 Test Product • • • • Product Dimensions Specification Description . . .... ...... GAFGLAS' Ply 4 39.37' (1 meter) ASTM D2178 Smooth surfaced asphaltic pl"haat reinforoed : . • • •:. Wide •••• • with fiberglass mat. 0:::: • Tri -Ply® Ply 4 39.37' (1 meter) ASTM D2178 Smooth surfaced asphaltic piy%ghaei rein%read' ..... Wide with fiberglass mat. • • • • • • • • • • • GAFGLAS® 39.37' (1 meter) ASTM D2178 .. .. . Smooth surfaced asphaltic preheat reinforced ...... F1exPly' 6 Wide with fiberglass mat. ...... • • • • • • GAFGLAS'#75 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or baselpfy sheet reinforced Base Sheet Wide with fiberglass mat. 6.%. Tri -Ply® #75 Base 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Sheet Wide with fiberglass mat. GAFGLAS® #80 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Ultima' Base Sheet Wide with fiberglass mat. GAFGLAS® 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic perforated venting base Stratavent' Wide sheet reinforced with fiberglass mat. Perforated Venting Base Sheet GAFGLAS® 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base Stratavent'Nailable Wide sheet reinforced with fiberglass mat. Bottom side Venting Base Sheet surfaced with granules. Ruberoid® 20 39.37" (1 meter) ASTM D6163 SBS polymer -modified asphalt base or Smooth Wide anchor sheet reinforced with a fiberglass mat. Ruberoid' Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid' Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or anchor Smooth 1.5 wide sheet reinforced with a polyester mat. Ruberoid' Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Plus Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid' HW 25 39.37" (1 meter) ASTM D6163 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a fiberglass mat. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 2 of 27 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(2): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOut' Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck (optional) Protection, VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufacturer's 0000 installation instructions. • . . 0060 0606V Anchor sheet: GAFGLAS® #80 Ultima Base Sheet mechanically attached with Miami-Dade'UNty . ,. .. 0000.. Approved min. 1'/4 long, 12 ga., annular ring shank nails and 1-178; diameter rin caps 6 6 spaced T_' o.c. in the min 4" wide side. laps and in 3 staggered row; ig the fiejd of the sheet • • • ; Ply Sheet: Two or more plies of GAFGLAS® Ply 4, Tri -Ply® Ply 4, GAFGL6AA'9 FlexP* ' adhered TO 0.0 0000.. . 0000. the -base sheet in full mopping of approved asphalt applied withiq the. EVT range hhd at q, ' rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. 0 .' 6 0 6 Cap Sheet: One ply of GAFGLASV Mineral Surfaced Cap Sheet, Tri-Plyg.BU$_ Granift4 2tp Sheet or • 6 , GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adherediri mull moppiag of ;***': approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq 46ailed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. Maximum Design Pressure: -82.5 psf. (See General Limitation #7) NOA No.: 18-0919.07 MSp, . D; COUNTY Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 22 of 27 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDeck" Roof Board or V2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Pro" Control Approval guidelines. All other layers shall be adhered in a full mopping of approved aspkalt.applied with!* the .•.... EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening patttrn of the t9p 141Cr • 3. All standard panel sizes are acceptable for mechanical attachment. When applied in appr5 NIAphalt, Phnersize shall be 4'x 4' maximum. �' • " :....: 4. An overlay and/or recovery board insulation panel is required on all applications over clotgdpptl foan4 i%glations,... when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot ..: •. • mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbonsintkcee rows,*one at ...... each sidelap and one down the center of the sheet allowing a continuous area of ventilatigit ! ftircling of the • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cros?ventitation.:Asplialt ' •"•' application of either system shall beat a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be : • • •.: limited to a maximum design pressure of 45 psf. • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchoribase sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 27 of 27 4/15/2019 UL PRODUCT CATEGORY GAF, TGFU.R1306 - UL Product Spec Roofing Systems See General Information for Roofing Systems tGAF- -- R1306 1 CAMPUS DR PARSIPPANY, NJ 07054 USA • • • • . . 6666 6666.. 00 . ... "RUBEROIDO 20 Smooth" or "RUBEROIDO Mop Smooth" or "RUBEROIDO map-6moolh-'i.s" ma*6•:6 be utilized as an alternate to Type G2 "GAFGLASO #75 Base Sheet" or "Tri-P1yV5 Basi Sheet: ur..: ... #1 09 0 . 0 "GAFGLASO #80 UltimaTm Base Sheet" base sheets in any of the following CtassOcations..6 - Osseo 06.69• .666... 60906 6 Torch applied RUBEROIDO HW SBS roofing membranes may be used as alfer1fates to "'•'• n �� • "RUBEROIDO Mop" SBS roofing membranes in any applicable Classification tis follows; 6 6 000000 6666.. • 6 000 •6.966 A. "RUBEROIDO HW Smooth" may be used as an alternate to "RUBEROIDO Mop •: 6 • 00 Smooth" or "RUBEROIDO Mop Smooth 1.5" B. "RUBEROIDO HW 25 Smooth" may be used as an alternate to "RUBEROIDO 20 Smooth" C. "RUBEROIDO HW Granule" may be used as an alternate to "RUBEROIDO Mop Granule" D. "RUBEROIDO HW Plus Granule" may be used as an alternate to "RUBEROIDO Mop Plus Granule" E. "RuberoidO HW Granule FR" may be used as an alternate to "Ruberoid0 Mop Granule FR" F. "RUBEROIDO HW Plus Granule FR" may be used as an alternate to "RUBEROIDO Mop Plus Granule FR" G. "RUBEROIDO EnergyCap HW Plus Granule FR" may be used as an alternate to "RUBEROIDO EnergyCap Mop Plus Granule FR" 1/2 -in. thick (minimum) gypsum board or 1/4 -in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeckO Roofboard" or "DensDeckO Prime Roofboard" or "DensDeckO DuraGuardTM Roofboard or 1/4 -in. thick (minimum) United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeckO Roofboard" or "DensDeckO Prime Roofboard" or "DensDeckO DuraGuardw Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. 1/4 -in. thick (minimum) "SECUROCKO Roof Board" (Type FRX-G) and "SECUROCKO Glass -Mat 1/102 P P•� — productspec.ul.com/document. h ?id—TGFU.R1306 4/15/2019 GAF, TGFU.R1306 - UL Product Spec use as the contact side for BUR or modified bitumen membrane. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS@) #80 Ultima"m Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS@) Flex Ply 6" or "Tri -Ply® Ultra -Flexible Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLAS® Stratavent@) Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet". Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically fastened granule side down. • • • • . . 000• 0000:0 As an option Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sh ;qt;;or "Tr (RIj. #75.0 0 • Base Sheet" or "GAFGLAS® #80 UltimaTm Base Sheet" or "GAFGLAS® Strata+�r A* Nailabte Venting 000 , 0.. Base Sheet") may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS®f y 4; or • • Tri -Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri -Ply@) Ultra -Flexible Ply 6") as;Qin nailed Me pl)(In . 0000.. the following systems. " " ""' • 0000.. Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fista ted. ; • •• •; .. 0000.. Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt 6p: • •' mechanically fastened. "GAFGLAS® Flashing" or "RUBEROIDO" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes any UL Classified perlite insulation. Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2 -in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4 -in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 UltimaTm Base Sheet" may be used in any of the following systems. "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. 3/102 productspec.ul.com/document.php?id=TGFU.R1306 4/15/2019 GAF, TGFU.R1306 - UL Product Spec Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "United CoatingsTm FireShield MB Roof Coating" applied at a rate of 2-1/2 to 3-gal/100- ft2. Class A, B and C Hot roofing asphalt, for use with glass felts or modified bitumen membranes. Torch applied "RUBEROID@ Heat Weld" SBS roofing membranes may be used as alternates to "RUBEROID@ Mop" SBS roofing membranes in. any applicable Classification. "RUBEROID@ HW 25 Smooth" may be used as an alternate to "RUBEROID@ Mop Smooth" or "RUBEROID@ Mop Smooth 1.5". • Y • • " ' '•� ' C A -Class 1. Deck: C-15/32 Incline: 3 '• ' .... . .. ..... Barrier Board (Optional): — One or more layers minimum 1/4 -in. thick•6eorgia-Pacific • • • •; • Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboaro'•or.DensDeck@ • • •;; • DuraGuardT"" Roofboard" or minimum 1/4 -in. thick United States Gypsum Co. "SWUROCKO Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMF4)?• Vapor Barrier (Optional): — One or more plies "GAF@ SA Vapor Retarder" self-a8hered Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyan u rate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLASO Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6", fully adhered with hoot roofing asphalt. Surfacing: — Gravel. 2. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTI'A Roofboard" or minimum 1/4 -in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type. G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCapTm Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 3. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeckO Prime Roofboard" or "DensDeck@ productspec.ul.com/document.php?id=TGFU.R1306 4/102 4/15/2019 GAF, TGFU.R1306 - UL Product Spec "!4. Deck: C-15/32 - . Incline: 2 Barrier Board (Optional): — @One or more layers minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTM Roofboard" or minimum 1/4 -in. thick United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or"SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanu rate or perl ite/polyisocyanu rate composite or wood fi ber/polyisocyan u rate composite any thickness mechanically or adhered with hot roofing asphalt. Base Sheet: — One ply "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or Type G2 "GAFGLAS@ #75 Base Sheet"or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaTm Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing. • asphalt. Ply Sheet: — Two or more plies Type G1 GAFGLASO Ply 4or "Tri -Ply®• F;1y or I • • • • • • • GAFGLASO Ply Flex 6 or Tri -Ply® Ultra -Flexible Ply 6 1 or RUBER0169utop Smooth, or • "RUBEROID@ Mop Smooth 1.5" or "RUBEROID@ Mop Plus Smooth", "RyberojdO 2p plgs Smooth" or "RUBEROID@ 20 Smooth", fully adhered with hot roofing asphalt. 0 • 0 00 Membrane: — Type G3 "Tri -Ply@ BUR Granule Cap Sheet" or "GAFGLASOJOneratBarhaced••.••. Cap Sheet" or "GAFGLAS@ EnergyCapTM Mineral -Surfaced Cap Sheet", JuHx-Rdhered with hot •� roofing asphalt. ` 15. Deck: C-15/32 Incline: 1 ` Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanu rate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTM Roofboard" or minimum 1/4 -in. thick Untied States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6 -in. from plywood deck joints. Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or "GAFGLAS@ #80 Ultima"m Base Sheet", mechanically fastened. Ply Sheet: — One or two plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply 4" or "GAFGLAS@ Flex Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or "GAFGLAS@ #80 UltimaTm Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@) Mineral Surfaced Cap Sheet" or "Tri -Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating (Optional): —"United CoatingsTM TOPCOAT@ EnergyCoteTM Roof Coating" or "TOPCOAT@ MB Plus Coating" or "United CoatingsTM Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./100-ft.2 16. Deck: NC Incline: 1/2 Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or adhered with "LRF Adhesive M" or "TPO LRF Adhesive M Low Temp" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4 -in. bead or "GAF 2 -Part productspec.ul.com/document.php?id=TGFU.R1306 9/102 yv�-S� a f -z. - Ll - �% - 19 'A 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 govem 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. 4444 Renailing wood decks: When replacing roofing, the existing wood roof ock w1yehave to • • •' • be renailed in accordance with the current provisions of Section R4403. (The roof deck iftuall f • ` ; • ; concealed prior to removing the existing roof system). 600000 • • • • 400.0• Exposed Ceiling: Ceiling: Exposed, open beam ceilings are where the underside Afth4 p o deckin C 4 • 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 provM ih!ption oC • • •: • maintaining the appearance. • • 4 • • •••4•• 1 • 6. N Overflow scuppers (wall outlets): It is required that rainwater flows off soLat tha roof is 0 • • • • • not overloaded from a buildup of water. Perimeter/edge wall or other roof extension mayh"Rthg 4 4 • discharge if overflow scuppers (wall outlets) are not provided. It be necessary to install overflow • *8 00 • scuppers in accordance with the requirements of Sections R4 , 440 and R4413. 0 ned gen ignature ate Contractor Signature Date al Ne 11LA'` SITU; - Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number 4444•• • • • 4444•• 4444•• 4444• 4444• 4444•• • • 4444•• 4444••