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RF-14-2618B , 74 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-224249 Permit Number: RF -12-14-2618 Scheduled Inspection Date: February 03, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: CUNNINGHAM, MARJORIE Work Classification: Tile/Flat Job Address: 28 NE 98 Street Miami Shores, FL 33138 - Project: <NONE> Phone Number Parcel Number 1132060130940 Contractor: ANDREW PALMER ROOFING INC Phone: (305)232-9211 Dunu1ny vepar[men[ %.vmrnents RE- ROOFING TILE TO FLAT INSPECTOR COMMENTS False I February 02, 2015 For Inspections please call: (305)762-4949 Page 14 of 41 Inspector Comments Passed vl✓�iw-r �� s� b , Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. February 02, 2015 For Inspections please call: (305)762-4949 Page 14 of 41 .4.1% POOF •►O• UPLIFT TEST EXPERTS Owner's Name: A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION Job Address: 21 C ,� % — �/% �/ z Roofing Contra—c—tor: G�/Z b Type of Tile: /"" %'% G 47r Approximate Roof Height: /2 "/feet Roof Pitch: 3 /Z Type of Access to Roof: 1�7_ Scaffolds Ladder Approximate Square Footage of Roof: —2-t� O -D ft 2 Permit #:'R r"" ; � -Z 6 -- Date Date installed: Required Testing orce: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: �� Other IN ACCORDANCE WITH THE CRITERIA OF TROL TEST. THIS TAS 106 TEST HAS BEEN DEVIATIONS. f THIS REPORT SUBMIXVED BY: / Jose A. Martinez ZRSE. P.E. # 031509 A-1 CONSULT ENGINE INC. Lab. Cenfficafon # 07-0306.03 Renews: 01-1224.05 PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON - :D IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740-9550 • Fax (305) 740-9550 ENGLISH: Cel! (305) 609-6388 • SPANISH: Cell (305) 498-9804 �Innu..Fffi_ Vk IN ACCORDANCE WITH THE CRITERIA OF TROL TEST. THIS TAS 106 TEST HAS BEEN DEVIATIONS. f THIS REPORT SUBMIXVED BY: / Jose A. Martinez ZRSE. P.E. # 031509 A-1 CONSULT ENGINE INC. Lab. Cenfficafon # 07-0306.03 Renews: 01-1224.05 PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON - :D IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740-9550 • Fax (305) 740-9550 ENGLISH: Cel! (305) 609-6388 • SPANISH: Cell (305) 498-9804 . % . SKETCH F • s ®_. _ X 4171 12 F 1 x 1 16 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 DEC 0 12014 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949—------ FBC 20 /0 BUILDING Permit No. )�5r /Li --Al PERMIT APPLICATION Master Permit No. Permit Type: BUILDING -- ROOFING JOB ADDRESS: I'S `"1 l City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): �� Phone#: -�Sl0' Address: KLe)— City: W Icr� State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: / 1 witm) Address: Choc Ltob !�2r' City Quali State Certification or Registration #: �(�21` tZ Certificate of Competency #: Contact Phone#: ��1��., -�� Email Address; Y' O — DESIGNER: Architect/Engineer: Zip: �' V5 Value of Work for this Permit: $ — Square/Linear Footage of Work: C?�� Type of Work: LJAddition DAlteration ❑New Repair/Replace ❑Demolition Description of Work: x***************Fees*�*��*x*x��s�x�� Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ E �o I co Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ _ TOTAL FEE NOW DUE $ I •' Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved ani reinspection fee will be charged. Signature Signature Owner or Agent Contractor s-- The foregoing ins ument was acknowledged before me this �. The foregoing instrument was acknowledged before me this IZLday of t , 20 by �J I�-btu � N-�( *day of V 20 by who i sonally know to me or who has produced who really known to e or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Notary Public - State of Florida My Commission xpires: My �s My Comm. Expires Oct 9, 2018 �o'.�.d,of Commission # FF 131532 Notary Public - State of Florida My Comm. Expires Oct 9, 2018 Commission # FF 131532 ��*>x��*�x:x�w�x*�x�m*�*��:x�z*x�m��x�:x�x:xm�x�:x�mx�x�:xm�x��x��*�:w*��* APPROVED BY 7r***;***;��*;P*1ans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) ..w._.+. �. . ..a.. ate,. . ... . .� :. . . Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: Property Address: Roofing Permit Number: '3138 Dear Building Official: I'� Irtify that I am not required to retrofit the roof to wall connections of my builddii g because: The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. P J p p lease attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition c - pt, "South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this t'`1 day of Notary Public, Sate of Florida at Large When the just valuation of the structure for taxation is equal to or more than $300,000.00, SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 512112009 JOANNE KNESKI Notary Publk - State of Flodit My Comm. Expires Oct 9, 2015 Commissi in # FF 131532 r ' r; Property Search Application - Miami -Dade County 11/6/14, 8:12 AM Summary Report Property Information Folio: 11-3206-013-0940 Property Address: 28 NE 98 ST Owner MARJORIE CUNNINGHAM Mailing Address 28 NE 98 ST MIAMI SHORES, FL 33138-2335 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,563 Sq.Ft Living Area 1,440 Sq.Ft Adjusted Area 1,872 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1949 Assessment Information Year 2014 2013 2012 Land Value $164,082 $112,453 $96,540 Building Value $131,088 $131,318 $143,786 XFValue $1,122 $1,122 $1,326 Market Value $296,292 $244,8931 $241,652 Assessed Value $233,371 $229,9231 $226,080 Benefits Information Previous Price Benefit Type 20141 2013 2012 Save Our Homes Cap Assessment Reduction $62,921 $14,970 $15,572 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 W1/2 LOT 8 & ALL LOT 9 BLK 7 (LOT SIZE 75.000 X 115 OR 20747-0182 09 2002 1 Generated On: 11/6/2014 Taxable Value Information Previous Price OR Book- 2014 2013 2012 County Exemption Value $50,0001 $50,0001 $50,000 Taxable Value $183,3711 $179,9231 $176,080 School Board of deed Exemption Value $25,000 $25,0001 $25,000 Taxable Value $208,371 $204,923 $201,080 City and prior year sales; Qual by exam 06/01/1986 $70,000 Exemption Value $50,0001 $50,0001 $50,000 Taxable Value $183,3711 $179,923 $176,080 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $183,371 $179,923 $176,080 Sales Information Previous Price OR Book- Qualification Description Sale Page 2008 and prior year sales; Qual by exam 09/01/2002 1$241,500 20747-0182 of deed 2008 and prior year sales; Qual by exam 10/01/1996 $130,000 17387-2715 of deed and prior year sales; Qual by exam 06/01/1986 $70,000 12937-1984 12001 of deed http://www.miamidade.gov/propertysearch/#/report/summary Page 1 of 2 �ORIDA SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Y Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2._Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. ,Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. j� Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413- 7. _Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner/Ag' 's Signature D e Contractor Signature Date Revised on 7/9/2009 LD Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Inform ton)DEC 01:2014 Master POMR No. Process No. Contractor's Name ` , t �„ _ tLXjrJ G -i Job Address lV—) ROOF CATEGORY Low Slope ❑ Me,c hanically Fastened Tile 0 Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑' Prescriptive SUR -RAS 150 Are there Gas Vent Stacks? YeS❑ No&'� ROOF TYPE / Type: Natural0 LPGXQ ❑ New Roof ❑' Re-Rooflng ❑ Recovering 13 Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep -Sloped Roof Area (SF) Total (SF) gection B (Roof Play Sketch Roof Plan: -Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include, dimensions of sections and levels, clearly Identify dimensions of elevated pressurezones and location of parapets. N \1 _�_._�,__ V f_ D 7;'g � � a m F1, U r� n z U U cc ¢ LIJ wCL (CLL 4 CD Er Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System, Fill in Specific Roof Assembly Components and Identify Manufacturer (if a component is not used, !dent i as "NA") System Manufacturer:� 19 Design Wind Pressures, From RAI; 128 or Calculations: Pmaxl: 49 41`7 Pmax2: Pmax3; Max. Design Pressure, From the Specific NOA System: Fastener Spacing for Anchor/Base Sheet Attachment Field: " oc @Lap, # Rows g oe Perimeter: " oc @ Lap, # Rows. @ " oc Corner: " oc @ Lap, # Rows @ ' oc Number of Fasteners Per Insulation Board 111,4 Field: Perimeter,, _ Corner Deck: Type; 4 Val 'M', Gauge/Thickness: IVIS' ^~ Illustrate Components Noted and Details as Applicable: Slope: Woodblocking, Gutter, Edge Termination, —� Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet&No ofPly(s):�AkgStrip, Base Flashing, Counter- Flashing, oping, Etc. Anor se eet F terser! on i terial Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, �° - Material Thickness, Fastener Type, Fastener Insulation Base Layer,, Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Ease Insulation Size and T ' ness: Ease Insulation Faster-'er/Bonding Material: Top Insulation Layer: 'Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No, of Ply(s): -- Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s _ 7�� FT. FT, Parapet. Height Mean Roof Height Ply Sh er/B ning Vaterial: Top Ply:" Top Ply„E4,st n /Bond' Mrial- �.,0 Surfacing: Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steel Stoped Roof System Roof .Syatem Mpnufacturer:,,,,� Notice of Acceptance Number:-- 17> �-2, � ----- Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 2 P2: 9 PI M&Y.imum Design Pressure From the NOA Specific System Method of the attachment:---C,0*� Sleep Sloped of v4temDej2 ri Deck Type: Roof Slope: LA :112 Ridge Ventilation? s Moan Roof Height: [ 0��- __ I er Typs) & ,Spacing: u° � Type..L� •��' Cap aheet: oe Covering: Type & Size Drip Edge: Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section) E (Tile Calcullatlons) For Moment based the systems, choose either Method 1 or 2. Compared the values for M,with the valves from Mf'. If the Mr valves ate greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127"/ x x m--= e� 1t-1►g;'1. 1 = tiy, l _�S_ '2 NOA Mr '-CU (P2: lam: x = 2 ,t,r0 _'Mg: =149 llsr NOA h* C) , Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (K) FWm Table Below _____ _ NOA b* -moon Roof Height Nr Required Moment Resistance* --.- Roof Slope I15' 20' 25' 3S' 4o' 212 34:45 . .4 .0 sole :Eli 30 322 33.11 37J F12 N3 30J---- -3E2.8 U. -O 4 29.0 29A 2 .9 3.2 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tale 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 ar(wof the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127' w: - __._.)- W: —: cos B:_..._ -- = Fn: NOA F' (P2 : :1: z w: - —a - W: z cos A: = Frz: NOA F'— (P3:-11:---X '(P3:x1:=z w: = ___)- W: x can 9: _.-- = Frs: NOA F' Where to Obtain Information Description _ Symbol Where to find DledpPrmm P orP2 or P3 RAS 127 Table I or by 7 an an&e mng analysis F;R bye ASa Mean Roof H t H rob Site Raaf Slope9 Job Site NOA 1t Mamwt dne to qaytf M NOA Anhrnew Resistance Mr NOA Mamart Regstawo.. K Calcul Tim AtlachnWd R eststanoe F' ROA Fr Avera a Tik W ' NOA T ons W- width NOA Ta calculations must be submitted to the HWItimeof Iicadon. SCOPE: This NOA, is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA. shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or :material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately :revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0222.03 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. MIAMI•DIUUNTY X CO ' NOA No.: 13-0723.05 Emma Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 1 of 10 MIAMI -DADS COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175••2474 T (786) 315-2590 F (786) 315••2599 NOTICE OF ACCEPTANCE NOA) w -ii, w.iiiiainidade.gmv/ecgILo► Iy Boral Roofing, LLC 7575 Irviine Center Drive, Suite 100 Irvine, CA. 92618 SCOPE: This NOA, is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA. shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or :material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately :revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0222.03 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. MIAMI•DIUUNTY X CO ' NOA No.: 13-0723.05 Emma Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Cat_egore: Roofing Tiles Material: Concrete Deck au: Wood This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and, described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Ma_, nufart:ured by Test Product Applicant Dimensions Specifications Description Saxony 900. -Slate 1= 17" TAS 112 Flat profile, interlocking, high-pressure w= 13" extruded concrete roof the equipped with thickness == 1-5/3.2" two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Saxony 900••Split 1= 17" TAS 112 Flat profile, interlocking, high-pressure Shake w = 13" extruded concrete roof tile equipped with thickness = 1-9/32" two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Top surface available in 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Saxony 900 -Shake 1= 17" TAS 1.12 Flat profile, interlocking, high-pressure w = 13" extruded concrete roof tile equipped with thickness = 1-9/32" two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Trim Pieces Length: varies TAS -112 Accessory trim, boosted Barcelona, concrete Width: varies roof pieces for use at hips, rakes, ridges and varying thickness valley terminations manufactured for each tile profile. NOA No.: 13-0723.05 c •[)C�t)E COUNTY m�, , Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 2.1 MAd"WACTURING LOCATION 2.1.1 Lake Wales, FL. 2.2 EVIDENCE SUBMITTED: Telit Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set)_ The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering, Inc, TAS 102 (1 Quik -Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 (1 Quik -Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Redland Technologies P063 l-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 TAS 100 Atlanta Testing & R1.894 Physical Properties Aug. 1994 Engineering, Inc. R2.894 TAS 112 R3.894 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 5201114 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 NOA No.: 13-0723.05 MIAMI m COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 &-5 25-7848-6 Walker Engineering, Inca Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shalt be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code, MIAMI DAM COUNTY NOA No.: 13-0723.05 O , Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120, 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Saxony 900 11.5 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers - X (ft) Tile -- - - (ft3) - -(ft-3)--- Profile Batten Application Direct Deck Application Monierl-ifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Table 3: Restoiring Moments due to Gravity - Mg (ft-Ibf) Tile 2":12" 3":12" 4"•12" 5"•12" 6"•12" 7"°12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck De, Deck Deck Deck Deck Deck State, 7.16 8.12 _ 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake & Split Shake NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4: Attachment Desistance Expressed as a Moment - Mf ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 90t) 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 _ 4.9 Shake 2-10d Smooth or Screw Shank Nails _ 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 _ 18.2 2.#8 Screws 51.7 51.7 _ 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (1"ave 19.0 19.0 _ 22..1 2-10d Smooth or Screw Shank Nails (Field 35.5 35.5 34.8 .2-10d Smooth or Screw Shank Nails Gave _ Clips 31.9 31.9 32..2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake & Split Shake -approval-for Polyfoam PolyProT" 40.4 T . See manufactures component installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per paity 8 grams. _ Table 6: Attachment (Resistance Expressed as a Moment - Mf ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Polyfoam PolyProTM 118.9 Slate, Shake & Split Shake Polyfoam PolyProT" 40.4 3 Large paddy placement of 45 prams of PolyProTm. E Medium paddy placement of 24 rams of PolyPrOTM Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43� Slate, Shake Shake & Split Shake 5. Tile -rite Roof Tile Mortar MIM MIAMI•DADE COUNTY ENV NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 6 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR SAXONY 900 TILES (LAKE WALES FL PLANT LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 13-0723.05 =1AMADE COUNTY Expiration Date: 04/26/17 fl Approval Date: 09/26/13 Page 7 of 10 NAIL HOLES 19 PROFILE DRAWINGS UNDERLOCK SAXONY 900 - SLATE IM MIAMI•D DE COUNTY Q'iMOM a 5/32 " (Slate) COVERLOCK NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 NAIL HOLES Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush ZL 1-9/32 " (Shak, SAXONY 900 - SPLIT SHAKE NOA No.: 13-0723.05 MIAMI>E COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 9 of 10 NAIL HOLES IR SAXONY 900- SHAKE END OF THIS ACCEPTANCE 1-9/32 " (Shak NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10 MIAMI.DE MIAMI-DADE COUNTY + PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) Miami, Florida 33175-2474 BOARD A)ID CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) rvivrv.nrianildacle, Lov/economy 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 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, DESCRIIPTION: 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and. there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 12-0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. 'F NOA No.; 13-0502.02 MIAMI-DADECOUNTY ��C�/t�t � Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described :in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile .Adhesive AH - 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY O'T'HERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Prope Test Results Density ASTM D 1622 1.61bs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40'F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 13.0502.02 MiArt1� oe COUN Y Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Aimney Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 ASTM D 1623 04/18/12 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 .528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating, 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 3. 3Mn' 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120, 5. Roof Tile manufactures acquiring acceptance for the use of 31d" 2 -Component Foam Roof Tile Adhesive AH - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule: 9N-3 of the Florida Administrative Code. NOA No.: 13-0502.02 QIMt•D)aD COUNTY Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 3 of 11 INSTALLATION: 1, 3M"112 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof.tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3M114 2 -Component Foam Roof Tile Adhesive 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 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance 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. 3M7'H 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company, 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the 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. 3MT11 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam. Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3M71112 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in fleshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MT111 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMI•DADE CONOA No.: 13-0502.02 UNTY Expiration Date: 05/10/17 Approval Date: 12/12/13 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 Profiles All Eave Course 1723 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 _ 17-19 sq. inches _ 30 _ Flat, Low, High Profiles T #3 Two Paddys; 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-PieceBarrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece; Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All 3M'.2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. 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.: 13-0502.02 COUNTY Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 .ADHESIVE PLACEMENT DETAIL # I Nail through plastic cement Paddy (Beneath Tile) (when required) Underlayment ° , 1t,", 10in. optional ° La Eave Course 10 In, 2 in Fascia osure Eave Cl Nail through plastic cement (when required) Paddy (Beneath Tile) Unclerlayment 10In. x 2In. wide a, Battens optional 101 2 in. — Eave Closure Eave Course Fascia Nail through plastic ce (when required) Paddy (Ileneath Tile) Underlayment , 10)n.x 2 in.wide s Battens o optional Eave Course > Fascia A' Weephole 10 in, 2 in. Eave closure Drip edge MIAMIR11)E COUNTY Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x l" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the Overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement Paddy (Beneath Tile) (when required) Underlayment 2 n Battens optional v �, Eave Course o � 10 in. p / 21 Fascia 21n Eave Cl -sure _ Nail through plastic cement (when required) Paddy (Beneath Tile) Underlayment i 7in. 2 in. Battens optional a 101n. 2In. 000 Eave Closure Eave Course Fascia MIAMI•Di�I)E C OUNTY Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the the closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 1`0" (64.5 cm2) . 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan 'rile 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 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) -14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED Nail ttiro•ughplastic ce (when required, Paddy (Beneath Tile) Underlayment a, Io '4 � 0411h �. z 1�. Battens optional o � � t Eave Course V, Fascia Weephole 10in z in. Eave closure Drip edge High Profile / Single Pan Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mrn) 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 cm) — 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 17" (109.7 cm) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 .ADHESIVE PLACEMENT DETAIL # 3 trail tiarnugh plastic came t Paddy (between utas) trvherrntctuired) .�"_ ,� tsattensoptional` ° Paddy (under tile) Single paddy y on Sop of too U 4 in. S € s` ut► inglepaddy on untleirtayrnent Z x 81m �'\ . 211, `Fascia gave Closure FtattLow Profile. file Nail through plastic cement Singlk paddy under the (wirers retired) f Paddy (t+et!rn]VIel Battens �.� `� Paddy (unde optional Single paddy OR top of tge a y Single ptddyon`` undetlalanent/, ``•. i t3 in. 3111. [3� - Fwe Closure Eave Course �' � }, � - Fasda Medium Profile Tile MIAMI•DDECOUNTY CO • 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (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 the for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 min) 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, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int (51.6-58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13-0502,02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nal) dhnrut plastit to Single pidyunder l6fie (rsrhen mquir-4 '--1 Paddy Owmen iite3) mittens ptlii nai pr `� Paddy (under tile) i ORRuskiglelnaa 4� Duan .'4xdin. paddy r on top 4 tile €ave Course Fascia yc a Weephok t i'ti 2 in. Em% eiosure -'! , •' Drip edge lftgh Pro#ile'f11e Im RA:)E COUNTY n 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/a" (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 (71cm) square inch adhesive contact with the underside of the the at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the the at the head of the tile. Continue in same manner. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 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. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4 (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm) square inch contact area on each side of the cover tile to the pan tile. Continue in sante manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional.. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE i NOA No.: 13-0502.02 MIAMI ;COUNTY Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 MIAMIF[ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE; OF ACCEPTANCE (N )A) �� 3j'•?anddacle. /eb,or y Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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 a;isurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MI 111 _ E COUNTY �T' d l NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 ROOFING COMPONENT APPROVAL Cate orY, Roofing Sub-CatelJ-ory: Underlayment Material_ SBS APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: 1 NOA No.: 12-0713.02 MiAHn� oe COUNTY Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 6578" x 3'33/8" waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick 1R -Xe Roll: TAS 103 and A fine granular/sand top surface self -adhering, underlayment 65' x 3'33/8" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65'x 3' bituminous sheet material for use as an #1 & #2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick: TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32'10" x 3'33/8" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, glass.- underlayment 65' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location tile underlayment. #1 & #2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'10" x'3'3-'/8" ASTM D 1970 glass-fiber/polyester reinforced, with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3333/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a :metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. 1 NOA No.: 12-0713.02 MiAHn� oe COUNTY Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Product Dimensions Polystick 'TU Max Roll: Manufacturing Location 65'8"x3'3-3/8" #2 60 mils thick MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winte:r Haven, FL EVIDE114CE SUBMITTED: Test Specification Product Description TAS 103 and A rubberized asphalt self -adhering, polyester ASTM D 1.970 reinforced waterproofing membrane. Designed as a a roof tile underlayment. Test A eg ncy ]'est Identifier Test Name/Report Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I F-Im P5110.08.07 TAS 103 08/29/07 P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D19'70 10/19/11 P40390, 08.12-1 TAS 103 & TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRIO1111 ASTM D 4977 04/08/02 PIJSA-005-02-01 ASTM D 4977 01/31/02 PIJSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momenbam Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 ismNOA No.: 12-0713.02 MwMiQaDE courvnr Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 INSTALLATION PROCEDURES: Deck T,q)e 1: Wood, non -insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c, at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self -adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-'/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. � NOA No.: 12-0713.02 Miarnape COUtvnr Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tilt; systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6: Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. _ E osure Limitations (days)_ _ MTs ii -Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter_llaven FL. 180 w 180 180 _ 180 180 180 180 90_ Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 8. In. roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MT.), Polystick IR -Xe Polystick TU, TU Polystick TU Plus, TU P, Tile Max Pro Flat Tile; Prohibited without 5:12 No limitation No limitation _ battens Profiled Tile _ Prohibited without Prohibited No limitation No limitation battens The; above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of the directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. W CL 0 V) CV r 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile; Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All rnembranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miarni-Dade County Product Control Seal as shown below. 4 i•dao rY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 12-0713.02 =CWNTY Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, l 1 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details, 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair, Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes_ and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. MNOA No.: 12-0713.02 WIAMAISE COUNTY ExpirationOANo.: 1 09/13/16 .02 a' • Approval Date: 02/14/13 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors .Association (NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 12-0713.02 WM11AM1kD,4DE COUNTY Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 Y TGNA13OG Roofing systems Roofing, systems GAF MATIEtu'ALS CORP 1361 ALPS lit) WAYNE, N7 07470 USA R1306 "Ruberold 20" or "Ruberokf Modified Base Sheet" may be utilized as an altemate to Type G2 base sheets In any of the following Classl6cations. ih•In, thick (minimum) gypsum board or 1/4 -In. thick (min) G -P Gypsum Corp, "DensDeck ® Roofboard,' "DensDeck Prima® Rcafboarii"'or "DensDesk DuraGuard TM Raafbaard" may be used In any existing noncombustible deck Classftation, When this is done, tha resultlro roofing system Is acceptable for use overcombustibie (15/32-tn, minimum) roof decks. However, the butt joints in the gypsum board -and G-P:Gypsum Corp, "Dens[reck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard "' Rooft ard" are to offset am bilMum of 6ttn, with the butt )oats in the roof deck, r polystyrene is part of the roof system, It must be placed belove the overiayment board, Multiple plies, of "GAFGLAS Ply 4" or "Tri -Ply Py 4", or "Ply 6" may be adhered to G -P Gypsum Corp, "DensDeck (V Roofboard, "DensDeck Prunes Ro.ofboprd" or "DensDeck DuraGuard ?" Roofboard" In hot roofing asphalt, "EMWGuartl Ultra" Is an acceptable altsmate to "EnergyGuard" In any applicable Classification, "GAF Strataverd Mminator Venting Base Sheet (Nagable)" maybe mechanically attached or hot mopped,over taon¢orribustible decks and as•a recover over existing roof systems, "GAFGLAS Perilte insulation" may be utilized as a cover board over "CverGuard" insulation in arty of the following systems, Unless otherwise indicated, the roof Insulation Is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive, Polystyrene n:fiarenced In any of the following ClasMdtions include "EnergyGuard EPS insulation", , References to glias fiber k+suiaMn include "EnergyGtWV Flberglass Fnsuiat ,. ASPHALT DELT SYSTEMS WITH tiOT•ROOFXNQ ASPHALT Type GZ asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet", or "GAFGLAS #60 UI.11M+A") is a suitable altgmate bebwpe G1 asphalt glass fuer ply sheet ("GAFGLAS Pty 4" or "Trl-Ply Ply 4", or "GAFGLAS Ply 6") in the Class A, B or c roof systems-InO d . The roof deck may first be covered with one ply Type 02 asphalt saturated glass mat base sheet "GAF Stratavent,oc atgr Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venttng Base Sheet (Nallabie)," Perforated to be loose laid or mopped acid naMble to be mechanically attached grants side down, As an Option Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" or ""rrt•Ply #75 Base She,4",v"� "GAFGkA$ #.8ri Apr "GAF Strataverrt 81rnlnator Venting Base Sheet (Nasabie)" may be substituted for Type G1 asphalt glass. fiber ply, SM ("GAFGLA9;.Arr-, ° df Py.4"• or "GAFGLAS Ply 6") as the palled base ply in the following systems, Bottortl'ply or base sheet may be solid mopped, spot mopped or mechanically fastened, Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened, "GAFGLAS Flashing" or "Ruberoki" may be used for flashing, in any of the Class A, B or C systems listed below. When ".perlite" ki referenced, this Includes "GAFTEMP PERMALT n' or any other UL Classified peritte insulation• Crushed stone or stag are suitable attemates for gravel fn 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, a or C systems does not adversely effect the rating.The he use of W -in. minimum gypsum board k> an acceptable alternate for insulation over C-15/32 decks, The use of polystyrene Insulation board between minimum i4 -In, thick perllte board and deck with rosin paper (perlke/rosin:paper/polystyn:ne /penile) Is a sup;able altematefor polylsocyanurate board in the fofowing.Class A, .13 or C systems, "EnergyGuarcl RA- or "Tapered &mrOGuard RA" or "EnergyGuard Composite RA- may be substkuted for any Atlaspoylsocyanurete insulation in any of the following Classifications, Trumbull "Perrma Mop" may be utlRzed with any of the foilowing "Asphalt Fat Systems with Hot Roofing Asphalt", "•GAFGLAS #80 Premium Base Sheet" may be used in any of the following systems, "GAFGLAS Flex_Ply 6" and "Tri -Ply Ultra -Flexible Fly 6" are suitable alternates to "GAFGLAS Ply 6". "GAFTIMP Penrnallte Recover Board" may be used In lieu of any perilte Insulation In any of the, following NC CtassIfIcations, MIAMI-DADE COUNTY MIAN IDA©1w PRODUCT CONTROL SECTION $23 I 1805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARDS AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy GAP 1361 Alps Road Wayne, NJ 07470 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 Nliami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida. Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System 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 140A 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 and renews NOA No. 07-1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. 1- �' NOA No.: 13.0424.09 C 11 DADE COUNTY Expiration � , p' ation Date: 11/04/14 Approval Date: 10/31/13 Page, 1 of 17 ROOFING SYSTEM APPROVAL Catel'y'.r . Roofing Sub-C:at. e¢oa: BUR Maternal: Fiberglass Deck 7'Vpe: Woad Maxilnum Desiin Pressure:, -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimension Specification Descri tion GAFGLAS0#75 Base 39.37" (1 meter) ASTM D 4601 Type: Il asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS' #80 Ultima"" 39.37" (1 meter) ASTM D 4601 Type II asphalt impregnated and coated, fiberglass Base Sheet Wide base sheet. GAFGLAS FlexPly"" 6 39.37' (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt 'Wide coating. GAFGLAS Ply 4 39.37' (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Mineral Surfaced Cap Sheet 39.37' (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced Wide with mineral granules. GAFGLAS® EnergyCap"' BUR Mineral Surface 39.37' (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced Cap Sheet wide with mineral granules with factory applied EnergyCoter" GAFGiL.AS® Stratavene Eliminator", Perforated 39.37' (1 meter) ASTM D 4897 Fiberglass base sheet coated on both sides with Venting Base Sheet Wide asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS® Stratavent' Eliminator"'Nailable 39.37" (1 meter) ASTM D 4897 A nailable, fiberglass base sheet impregnated and Venting; Base Sheet Wide coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Ruberoid® SBS Heat- 39.37' (1 meter) Weld" Smooth Wide Ruberoid® SBS Heat- 39.37' (1 meter) Weld'„ 25 Wide Ruberoid® 20 39.37" (1 meter) Wide C I-DADE CaUNTY 11'...I ASTM D 6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D 6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D 6163 SBS modified asphalt base sheet reinforce with a glass fiber mat. NOA No.: 13-0424.09 Expiration Date: 11/04/14 A,pprovaI Date: 10/31/13 Page 2 of 17 TR ,10E NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I Product Dimensions Test Syecification 'Product Descril2tion Ruberoide Mop Smooth 39.37" (1 meter) ASTM D 6164 Nan -woven polyester mat coated with polymer - wide modified asphalt and smooth surfaced. FireOut" Fire Barrier 5., 55 gallons Proprietary Low VOC, water based fire barrier coating. Coating VersaShieldo Fire Resistant Roof Deck 350 sq ft, roll ASTM D 22.6 Non -Asphaltic Fiberglass -Based Underlayment, Protection Topcoat' Surface Seal 5 gallons ASTM D 6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer EnergyGuard"' Polyiso Insulation f With Current NOA Y Polyisocyanurate foam insulation GAF EnergyGuard" RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard-"f RN Polyiso Insulation Polyisocyanurate foam insulation GAF Energyt3uardT" Perlite Roof Insulation Perlite insulation board. GAF Energy(JuardTM Perlite Recover Board Perlite recover board GAF ErnergyGuard ' RA Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation Securoce Gypsum -Fiber Roof Board Gypsum roof board USG Corporation Structodek" High Density Fiber Board High density fiber board Blue Ridge FiberBoard, Inc. MIAI10-DADECOUN7'Y NOA No.: 13-0424.09 F.. M ' Expiration nate: 11104/14 Approval Bate: 10/31./13 Page. 3 of 17 APPROVED FASTENERS: C417,DEMCOUNTY 1 Manufacturer f With Current NOA) GAF GAF GAF GAF GAF GAF GAF ATAV NOA No.: 13-0424.09 >'A:piration Date: 11/04/14 Approval Date: 10131/1.3 Page 4 of 17 TABLE 3 FasLaer Product Product Namber Name Descri tion Dimensions 1, Drill-TecTM 412 Fastener Insulation fastener for steel, various wood & concrete decks. 2. Drill-TecT` #14 Fastener Insulation fastener for steel, various wood & concrete decks. 3. Drill-TecT" XHD Fastener Carbon steel extra heavy duty Various fastener used in steel decks. 4. Drill-TecT"ASAP 38 Drill-TecTM #12 Fastener Various with Drill-TecTM 3" Standard Steel Plate 5. Drill -Tee T' 3" Steel Plate Round galvalume stress plate 3" round used with Drill -Td" fasteners. 6. Drill-TecT" 3" Standard Steel Round galvalume plated steel 3" round Plate stress plate with reinforced ribs for use with Drill -Tec' fasteners. 7. Drill-TecTM AccuTrac'Flat Az -SS aluminized steel plate 3" square Plate for use with Drill -Tec" #12 Fastener, Drill -Tec' #14 Fastener and Drill-TecTM #15 Fastener. 8. Drill-TecTM AccuTrac' Galvalume Steel plate for use 3" square Recessed Plate with Drill -Tec TM fasteners. C417,DEMCOUNTY 1 Manufacturer f With Current NOA) GAF GAF GAF GAF GAF GAF GAF ATAV NOA No.: 13-0424.09 >'A:piration Date: 11/04/14 Approval Date: 10131/1.3 Page 4 of 17 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97 J,1.3B9Q1,AM 4470 01/08/98 J.1.ODOA8.AM 4470 07/09/99 J.1.OD1A8.AM 4470 -TAS 114 07/29/94 11.OY9Q5.AM 4470 - TAS 114 04/01/98 3029832 4470 - TAS 114 05/11/07 PRI Asphalt Technologies, Inc. GAF -084-02-01 ASTM D 6083 05/09/06 GAF -314-02-01 ASTM D 2178 08/23/1.1 GAF -315-02-01 ASTM D 2178 08/23/11 GAF -276-02-0 I Rev ASTM D 6083 12/16/10 GAF -276-02-02 ASTM D 226 11/15/10 GAF -270-02-02 ASTM D 226 11/15/10 IRT of S, Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity I ERD 66850.08.07-1 ASTM D 3909 08/13/07 G34140.04,11-4 ASTM D 6401 04/25/11 630250.02,10-3-R1 ASTM D3909 11/26/12 G34140.04.11-5 ASTM D 4897 04/25/11 634140.04.11-5-.R1 ASTM D 4897 10/18/13 G34140.04.11-2 ASTM D 6163 04/25/11 MMIAKOADECOUtYTY NOA No.. 13-0424.09 Expiration Da#e:1]/04/14 Approval Date: 10/31/13 Page 5 of 17 Deelt Type 1: Wood, Non -insulated Deelt :Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply, Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield°'Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS' #80 UltimaTM Base Sheet, Stratavento EliminatorTM Nailable Venting Base Sheet, Ruberoido 20, Ruberoido SBS Heat-WeldTM Smooth or Ruberoido SBS Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLASO Ply 4, GAFGLAS FlexPlyTM 6, GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" ox. at the lap staggered and in two rows 12" ox, in the field. (Maximum Design Pressure --4S psf, See General Limitation #7) GAFGLASO Ply 4, GAFGLAS FlexPlyTM 6, GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM 412 Fastener or Drill.-TecTM # 14 and Drill- TecTM 3" Steel Plate, Drill-TecTM AccuTraco Fiat Plate or Drill-TecTM AccuTrace Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS' Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" ox. in the field. (Maximum Design Pressure —52.S psf, See General Limitation #7) GAFGLAS' #80 UltimaTM Base Sheet, Ruberoid°20, Ruberoido Mop Smooth, base sheet attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" ox, at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with Drill••TecTM #12 Fastener or Drill-TecTM #l4 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTraco Flat Plate or Drill-TecTM AccuTraco Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" ox, in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure --60 psf, See General Limitation #7) MIA�I. DE CCU NTY NOA No.: 13-0424.09 W&W) ' ` ' Expiration Date: 11/04" A Approval Date: 14/31/13 Page 15 of 17 GAFGLASO #75 Base Sheet or any of above base sheets attached to deck with Drill-TeCTM #12 Fastener or Drill-TecTM 414 Fastener and Drill-TeCTM 3" Steel Plate, Drill-TeCTM AccuTraco Flat Plate or Drill-TecTM AccuTraeo Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of 1--- the sheet. (Maximum Design Pressure-7Spsf, See general Lin:itation #7) Ply ;>h,eet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 ! bs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS° EnergyCapTm BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 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, Maximum Design 2. Topcoat' Surface Seal SB applied at Ito 1.5 gal,/sq. Pressure: See Fastening Above 11 MIA I, E5 COUNTY NOA No.: 13-0424.09 �' ' Explration Date: 11!04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIMITATIONS: I A ;;lip sheet is required with GAFGLASO Ply 4 and GAFGLAS® Flex PlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ''/a" Dens DeckTM Roof Board or %" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product, 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20.40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment, When applied in approved asphalt, panel size shall be 4'x 4' maxiinum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped, If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable, A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note, .Spot attached systems shall be limited to a maximum design pressure of -45 psf. S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 27;5 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted, Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8, All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The: maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners), Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically 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 9N-3 of the Florida Administrative Code, END OF THIS ACCEPTANCE Cif.,W7, FCOUNT' NOA No.: 13-0424.09 ! Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 V C TGFU.R1306 Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 ASPHALT FELT S'YS'TEMS WITH HOT ROOFING ASPHALT Class A 4. Deck: C-15/32 Incline: I Slip Sheet (Optional): Red rosin paper, nailed to deck. Insulation (optional): Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive, Base Sheet: ---- One ply Type G2 "GAFGLASO #f75 Base Sheet" or "Tri-PIye #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G I "GAFGLASQD Ply 4" or "Tri-Ply(D Ply 4" or GAFGLASO Ply 6 Cap Sheet: -- One ply Type G3 "GAFGLAS(g) Mineral Surfaced Cap Sheet" or "Tri- ply® Mineral Surfaced Cap Sheet" or "GAFGLASO EnergyCapTM BUR Mineral Surfaced Cap Sheet." Surfacing (optional): -- "TOPCOATO EnergyCoterM" applied at a rate of 2-gal/100-ft2*. Copyright Q 2011 Underwriters Laboratories Inc. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -tip Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: I. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must . include a copyright notice in the following format: "Copyright 0 2011