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RF-18-3453Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date:11/15/2018 Location Address Parcel Number 304 NE 105TH 5T, Miami Shores, FL 33138 1121360130070 Contacts Permi€No.: RF-11-1 Permit Type: Roof Work Classification: Tile/Flat Permit Status: Approved Expiration: 05/14/2019 ROCCO MARANDO Owner NAVARRO ROOFING CORP Contractor 304 NE 105 ST, MIAMI SHORES, FL 331382022 IVAN NAVARRO 3950 SW 87 CT, MIAMI, 33165 Home: 3052213220 Description: RE -ROOF TILE AND FLAT ValuLation:$ 19,300.00 Inspection Requests: uests: 305-762-4949 Total 3,214.00 Fees Amount Application Fee - Other $50.00 CCF $12.00 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $4.00 Roofing Fee $275.00 Scanning Fee $9.00 Technology Fee $8.13 Total: $366.26 Payments Date Paid Amt Paid Total Fees $366.26 Check # 10422 11/15/2018 $366.26 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above nameckMntractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor g Date November 15, 2018 Page 2 of 2 Miami Shores Village RECEIVED Building Department NOV 15 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC E0 ROOFING FBC 201-' Master Permit No. ref—,0— 9US3 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1AVO'c; t4t:� 10C�P CIN- QXL Miami Shores County: Miami Dade Zip: a�3138 Folio/Parcel#: %% - 2\> lV-Off— CO-10 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): PLOC4.,o Phone#: Address: -70014 r-1E IOS S\ City: Mtd "\ State: f'(_ Zip: 305\2i13 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:yigofhr, s Phone#: 'SOS 2VA_;32-Z0 Address: -'09 070 yW 15'�)-1 CST City: M\.k' t State: 'Ft Zip: 331ko S Qualifier Name: \,yAAn_a Phone#: State Certification or Registration #: DESIGNER: Architect/Engineer: Certificate of Competency #: one#: Address: City: State: Zip: Value of Work for this Permit: $ I�l� �t7d Square/Linear Footage of Work: 32\L-) Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair ep ac ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ `� " Q7 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Structural Reviews $ Training/Education Fee $ Double Fee $ Bond $ � , 0-0 TOTAL FEE NOW DUE $ L_-R Jo G • -2. G (Revised02/24/2014) 56 G A 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this 2-'1 day of , 20 %E> by pkx-r-o who is personally known to me or who has produced -F-t, -VA- • as identification and who did take an oath. NOTARY PUBLIC: A Sign Signature ONTRACTOR The foregoing instrument was acknowledged before me this 2'1 day of g=Af=f:1V- 20 18 by _%VA,, -A ,—A-A& a4e-.p , who is p na ly no to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: \l,/ 14�;p Seal:" °" IVIS REY Seal: e°� IVIS REY MY COMMISSION # GG222037 MY COMMISSION # GG222037 of fy EXPIRES: August 03 _2022 °�,F e� EXPIRES: August 03, 2022 OFF as ********************************** *** ******************************************************************** ✓r6 . APPROVED BY U Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Summary Report Property Information Folio: 11-2136-013-0070 Property Address: 304 NE 105 ST Miami Shores, FL 33138-2022 Owner ROCCO MARANDO & HEIDE M LLANO Mailing Address 304 NE 105 ST MIAMI SHORES, FL 33138-2022 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,627 Sq.Ft Living Area 2,003 Sq.Ft Adjusted Area 2,164 Sq.Ft Lot Size 12,300 Sq.Ft Year Built 11950 Assessment Information Year 2018 2017 2016 Land Value $307,517 $307,517 $264,010 Building Value $150,615 $150,615 $150,615 XF Value $20,811 $20,964 $21,116 Market Value $478,943 $479,096 $435,741 Assessed Value $229,612 $224,890 $220,265 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $249,331 $254,206 $215,476 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 5 PB 10-47 LOTS 11 & 12 BLK 117 LOT SIZE 100.000 X 123 OR 19474-4763 01 2001 1 Generated On : 10/1/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $179,612 $174,890 $170,265 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $204,612 $199,890 $195,265 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $179,612 ;174,890 $170,265 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $179,612 $174,890 $170,265 Sales Information OR Previous Price Book- Qualification Description Sale Page 19474- 01/01/2001 $180,000 Sales which are qualified 4763 17094- Sales which are disqualified as a result of 02/01/1996 $0 3308 examination of the deed 00000- 04/01 /1976 $50'000 Sales which are qualified r/oi/1 00000 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICAN1144TI'GATIQN.. RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STR�I,CTUf�g1'URSUANT- TO SECTION 553.844 F.S. ...... .... . ..... To: Miami Shores Building Village De ""• 9 9 Department Date: •�t'l��vi � t� •: • • . •. • . 10050 NE 2nd Ave . • • • • • • Miami Shores, A 33138 Re: Owner's Name: poc� 4424t�4-><D Property Address: ;� r4f_ I os �-- Roofing Permit Number: Dear Building Official: 1 1 VA —j r—%AvAdz+ayD certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Signature State of Florida County of Dade Print Name The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at (SEAL)`° MS PEY MY COMMISSION # Go222031 >+,r Aid. EXPIRES: August 03, 2022 a Revised on 5/21/2009 Z1 of &r�r 20 Q�> FINAL COMPLIANCE SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS • 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor f pr0ide the owr;f with • the required roofing permit, and to explain to the owner the content of the section. The rovisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system instil ions. Additionally, the • • following items should be addressed as part of the agreement between the owner ant ft.=1ractor:?Re owner's • • • • • initial in the designated space indicates that the item has been explained. • • • • • • • • • .. .. .... ...... . • 2 X Renailing wood decks: When replacing roofing, the existing wood roof deck h y ;ave to , • • • , e renailed in accordance with the current nrnvicinns nf Carfinn addn-a IThe. rn..i J., .L • • . • • • concealed prior to removing the existing roof system). • 4. >CkbeewedxfpromEosed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimetededge 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 an5,,04413. wrier/Agent's Signature Date Contra r i nature 9 Date -t ,�-AC 1(:r_ S'r, Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ERS'S AFFIDAVIT OF EXEMPTI ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR 'DING SITS - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES .•'••. PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name:-, Property Address: 30A4 t,-c toS sT Roofing Permit Number: Dear Building Official: .... .... V-oC.cy *?114Jz--4D0 certify that I am not required to retrofit the roof to wall connections of my building because: ) The just valuation for the structure for purpose of ad valorem taxation is less than $300,000,00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions =e— the South Florida Building Code (1994 SFBC) eaCCo /1-641 2 got/ 4 /rfgn at u re Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 2'1 &y of SCA-i"I —2,01a aim] Notary Public, Sate of Florida at Large3722 When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000,00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 50 t Florida Building Code 6th Edition (2017) 1 High -Velocity Hurricane Zone Uniform Permit Application Form 1 Master Permit No Process No # Contractor's Name NAVARRO ROOFING .:...:. .....i� 304 NE 105 ST • • Job Address • ' • ' • • • :1# • • ROOF CATEGORY X3 Low Slope 0 Mechanically Fastened Tile 0 Asphaltic Shingles 0 Metal PaneVShingles 0 Prescriptive BUR•RAS 150 ROOF TYPE 0 New root 13 Repair 0 Maintenance ....4 K Mortar/A gs"ve Set 0 Wood SN;**sJShake3:0. • • • �• GAS VENT:�•••iO GAS VIrNT:9904j••• • Reroofing • • Cf Rect>. �r+7 • 1' t ROOF SYSTEM INFORMATION 814 2400 3214 Low Slope Roof Area iSFi_,,,,�,.,__„,., Steep Sloped Roof AREA {SSF}�ioiai {SF} Section B (Roof Plan) 1 Sketch Roof Plan. illustrate all levels and sections, roof drains. scuppers, overflow scuppers and overflow drains include dimen- sions of sections and levels. clearly identify dimensions of elevated pressure Zones and location of parapets. 1 p p.j .V,Ar. v+l i1 ; 3' �t .�. �t� 3'XT i PLEASE SEE ATTACHED ROOF DRAWING FLORIDA BUILDING CODE --- BUILDING. 5 <;_ED N Q017; Measurements". -I r Ridge 4. 0 65' 61 & Tv 4 OT #.Or lar-1 N Shires Village wvlw-lw- APPROVED BY DATE affit; DePT j9UE3JEGjTOZGNIPWNCE WTM ALL FEDERAL 0 * 0 0 0 0 0 1?1',ATt AN 3 iXLJN'i 1 RULES AND R EG U LATI OtL" 00 0 0 0 20. so cn U. w 0 Hip P 0 99' 7" 0 LL M LU 0 _j QH Valley LL 616" 29'5" ow Rake 23' 8" Eave 251' 70 Flashing 52' 11' Step Flashing Irement are in feet C3 40;0 W W 4r C= LO UJ C:) 0� ME 2 1'10" 30 1644 awe, page 2 of 4 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: EAGLE CAPISTRANO 18-0523.04 : • • • � • Notice of Acceptance Number: • Minimum Design Wind Pressures, if Applicable (From RAS dr.ji Calculations): P1: 39.1 P2: -68.1 P3. 100.7 .....• ,... Maximum Design Pressure •' 3 2 SMALL PADDY From the NOA Specific System): 29.) . ICP Adhesives Polyset two -component foam '..'.' Method of the attachment: Steep Sloped Roof System Description Deck Type: Roof Slope: 5 .12 Ridge Ventilation? N/A 5/8 PLYWOOD Undedayment: sulation Mean Roof Height: 18 Type & Spacing: 1 1/4" R/S & 5/8 TINCAP 6"LAPS 2 ROWS 12" O.0 FIELD iesive Type SELF -ADHERED ype Cap Sheet: POLYGLASS TU PLUS oof Covering: S TILE Type & Size Drip dge: ( 3X3 GALV. 26 GAUGE 1 1/4" R/S 4" O.0 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based life systems, choose either Method 1 or 2. Compared the values for Mrwiith the values from Mt. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the ffie attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS ;we (pt: 39.1. z X . 277. = 10.831- Mg: 6.73 - K, 5.73 NOAiVe� (P2: -68.1. z X . 277 - 18.86 - Mg: 6.73 =11%4.19 _ R 1 NOA lVit•'?4 a T3: 100.7.z ;L .277. = 27.89) -Mg: 6.73 = M, 19.61 NOA jVV"'29.3 Method 2 "Simplified Tile Calculation Per Table Belo**: .. .. Required Moment of Resistance (Mr) From Table Below NOA 14.... . . . Mr Required Moment Resistance* , • ' Mean Roof Height — Roof Slope 15' 20' 25' 30' • • • " 45' 2:12 NIA 36. 7 3-12 3Z .Q 2 30A 32.2 33.81 512 28A 30.1 31.6 32.8 34.9 26A :12 24A 25.9 27.1 29.2 30.0 *Must be used in conjunction with a list of moment based tile, systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F' with the values for Fr If the F' values are greater than or equal to the Fr values, for each area -of the roof then the tale attachment method its acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pl : : l: z w: _ _) — W: z cos t3: = Fr,: NOA F' (PZ : z l: a w: _ ) — W: z cos @: = Fry: NOA F' CP3 : z 1: = z w: = _) — W: z cds 8: = Frs: NOA F' Where to Obtain Information Description S bol Where to find Design Pressure Pl or P2 or P3 RAS 127 Table 1 or by an analysis preparod by PE based on ASCII 7 Mean Roof Height H Job Site Roof Slope g Job Site Multiplier NOA RedDring Moment due to Gravity NOA Attachment Resistance Mr NOA Required Momed Resistance K Calculated Minimum Attachment P esietanoe F NOA Requirrd Uplift Resistance Fr Calculated Average Tile Weight NOA Tile Dimensions 1= length a= width NOA All calculations mast be submitted to the Buil' Official at the tun-- of lication. Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill In Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and ldentily Manufacturer Attachment (If a component Is not used, identify as 'NA' GAF MATERIAL CORP Field: 9 ' oc; @ Lap, # Rows 4 @ 9 ' OC System Maw: 6 4 6 1Gj — i O 2O Cy Perimeter. _' oc Q Lap, # Rows _ @ —'oc NOA No.: . 4. 6 4 Comer: _oc @ Lap, # Rows _ @ _' oc • • Design Wind Pressures, From RAS 128 or Cat6ulations: • • • -42.8 '71.1 -108 Number of Fasteners Per insl kldo4 • • Pmax1: Priiax2: Pmax3: Board • • • • • • Max Design Pressure, From the Specific NCA -52.5 NIA N/A • • • • •/A • • • • : Field _ Perimeter Comer Deck: 5/8 PLYWOOD illustrate Components Noted and • • • • • • Type: Details as Applicable: • • • • • • • • • Gauge/Thickness: 5/8 Woodblocking, Gutter, Edge "0fion, Bleat, • Stripping, Flashing, Continuous Cant •; , Slope: / Strip, Base Flashing, Counter-• Flashing, • 6 • 1 PLY GAF #75 ✓ Coping, Etc. • • • • • • Anchor/Base Sheet & No. of Ply(S): BASESHEET I : Mean Roof Height, Parapet Height, • • • • Height of Base Flashing, Component Material, Anchor/Base Sheet FastenerBonding Material: Material Thickness, Fastener Type, Fastener 1 1 /4" R/S NAIL & 1 5/8TINC;AP Spacing or Submit Manufacturers Details that MIN. �"- APPLY I,Cj" Comply with RAS 111 and Chapter 16. Irtsulatiort Base ROOF HEIGHT: 10` l-� ISO 4'X4' DRIP METAL: 3X3 GALVANIZED 26 GAUGE Base Insulation $ and � : FASTENED WITH 1 1/4" R/S NAIL @ 4" O.0 Base Insulation Fastener/Bondirlg Material. WOOD NAILER: 2X6 P.T FASTENED WITH #12 SCREWS 8" O.0 ASTM TYPE IV ASPHALT PARAPET: N/A N/A Top Insulation Layer Top Pry NIA Top Insulation Size and Thidviess: Interplies Top Insulation FastenerBonding Material: N/A l 1 PLY LOOSE LAID Base Sheets) 6 No of Ply(s):STRATAVENT PERFERATED Base Sheet FastWWBonding Material: LOOSE LAID Buse Sheet Anchor Sheet Ply Sheet(s).& No. of Ply(s): 1 PLY RUBEROID #20 Pry Sheet Fastener/Bonding Material: ASTM TYPE IV ASPHALT Top Ply.1 PLY MINERAL SURFACE CAPSHEET Top Ply Fastener/ Bonding Material: ASTM TYPE IV ASPHALT N/A Surfacing: Roof fleck Base Layer of Insulation v J 5, T7 --es- Grip Metal -+}- Contintlou Cleat Q Wood Nailet �—v v AS 5, Top Layer of Instlation MIAMI-DADE COUNTY MIAMNDiADE PRODUCT CONTROL SECTION I',iJaiv 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/economy Eagle Roofing Products LLC 1575 East C.R. 470 • Sumterville, FL 33585 • • • SCOPE: �....; This NOA is being issued under the applicable rules and regulations governing the use of construction rater ls. The: • • • documentation submitted has been reviewed and accepted by Miami -Dade County RER-PracktotO.Control VMion 015t" used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdl&iM (AHJj."' '•••:• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product CQUtrp: $ectiolf (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve :he right to have this • • • • product or material tested for quality assurance purposes. If this product or material fails to perform in tt * *.&60epted • 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: High Profile Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.17-0822.15 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino 18 NOA No. 18-0523.04 Expiration Date: 10/05/21 Approval Date: 07/19/18 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cateeory• Roofing Sub Cateeory: Roofing Tiles Material: Concrete 1. SCOPE: • This approves a new roofing system using High Profile Concrete Tile as mamtf to*d by. Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Accoptanee. For use in localSM19•• where the pressure requirements, as determined by applicable Building Code, do not V5&ttd the design pres1wre.: values obtained by calculations in compliance with RAS 127 using the values Iistad in sectior*•4•mein00#0. "F4e`,,* attachment calculations shall be done as a moment based system. ' ...... .... ..... . . .. . 2. PRODUCT DESCRIPTION: Manufactured by Applicant High Profile Concrete Tile Test Dimensions Specifications Lenght = 17" TAS 112 Width = 12 '/4" Type 1 a Thickness ='/2" Class III Trim Pieces Lenght = varies TAS l l 2 Width = varies varying thickness 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset® AH-160 TILE BONDTM Roof Tile Adhesive DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive Product Description Two component polyurethane foam adhesive. ...... I roduct Description High profile concrete roof tile. battened nail -on applications. . .... ...... For direct deck or Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Single component polyurethane foam roof tile adhesive. Two component polyurethane foam adhesive. 2.2 MANUFACTURING LOCATION 2.2.1. Sumterville, FL Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. The Dow Chemical Company The Dow Chemical Company NOA No. 18-0523.04 MIAME[aAoeCouN1Y Expiration Date: 10/05/21 Approval Date: 07/19/18 Page 2 of 7 2.3 EVIDENCE SUBMITTED: Test A2eney Test Identifier PRI Asphalt Technologies ERPF-00 1 -02-03 Redland Technologies 7161-03 Appendix III Redland Technologies Letter Dated Aug. 1, 1994 Redland Technologies P09647-01 Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. ATL of South Florida ATL of South Florida PRI Construction Materials P0402 94-083 94-084 25-7094-(3, 6 & 9) 25-7120-(1 & 2) 25-7183-(3 & 4) 25-7214-(3, 4, &7) 25-7804-4 520111-3 520191-2-1 Calculations RT1211.02-15 RT0706.03.17 DAPF-00 1 -02-01 Test Name/Report TAS-112 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) ••• Wind Tunnel Testing •••;•• TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw... • • vs. smooth shank nails • • • • • • Static Uplift Testing ...... TAS 101 (Adhesive Set) Static Uplift Testing • TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier TAS-112 TAS-112 TAS 101 Date Aug. 2006 Dec. 1991 A0.1194 Atig. 1994 ...... Sept. 1993 •.•• •••• April 4 994 May. 1$94 Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 12/17/15 09/25/ 17 1 1/30/17 NOA No. 18-0523.04 Expiration Date: 10/05/21 Approval Date: 07/19/18 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 0 • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applipalions Standards listed- : -section 4.1 herein. :...:. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to tie roof slope unless • • • • • • stated otherwise by the underlayment material manufacturers published literatur" • • ; • • • •; 3.6 This acceptance is for wood deck applications. Minimum deck requirements s7wW in ca+npfUce with•.. ...... .... .. applicable Building Code. • ... 3.7 All products listed herin shall have aquality assurance audit in accordance witltthi3Florida'MVIding CdMV:* and Rule 61 G20-3 of the Florida Administrative Code. • • . • . . . . ...... 4. INSTALLATION • • .. • . 4.1 Eagle Roofing Products LLC, High Profile Concrete Tile and its components shall be insihlltd 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) High Profile Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multipliers - ft3 Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application High Profile Concrete Tile 0.300 0.277 Table 3: Restoring Moments due to Gravity - M ft-Ibf Tile Profile 3":12" 4":12" 5":12" VAT' Greater than 7":12" High Profile Concrete Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.68 6.99 6.57 6.88 6.44 6.73 6.28 6.56 6.10 6.38 NOA No. 18-0523.04 Expiration Date: 10/05/21 Approval Date: 07/19/18 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) High Profile 2-10d Ring Shank Nails 28.6 41.2 19.4 Concrete Tile 1-10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2-10d Smooth or Screw 6.9 9.2 0 7.3 Shank Nails - -*00*00 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 , , „ . 29.8 ;' •' 1-10d Smooth or Screw 23.1 23.1 '....' .000019.0 .... Shank Nail Field Clip) ...... .... ..:. 1-10d Smooth or Screw 29.3 29.3 • • • • • •• • 24.0 .... Shank Nail Eave Clip) • • • • • •0 0- 2-1 Od Smooth or Screw 27.6 27.6 • ;;�8.6 •••• Shank Nails Field Clip)• 2-10d Smooth or Screw 38.1 38.1 .".'41.8 ' Shank Nails Eave Clip) 2-10d Ring Shank Nails' 33.1 48.1 45.2 1. Installation with a 4" the headlap and fasteners are located a min. of 2'/"from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance High Profile Concrete Tile Adhesive 29.32 493 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 10.7 grams. ICP Adhesives Polyset© AH-160. Average weight per patty 8 grams. 3 DAP Foam Touch N Seal StormBond 2 Roof Tile Adhesive average weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance High Profile Concrete Tile ICP Adhesives Polyset® AH-160 66.53 ICP Adhesives Polyset® AH-160 38.74 3 Large paddy placement of 63grams of Polyset© AH-160. 4 Medium paddy placement of 24grams of Polyset® AH-160. NOA No. 18-0523.04 Expiration Date: 10/05/21 Approval Date: 07/19/18 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance High Profile Concrete Tile Mortar Sets 24.5 5 Tile-Tite Roof Tile Mortar. '..' 5. LABELING All tiles shall bear the imprint or identifiable marking of the man ufacturerlt- imme or logo (See Detail Below), or following statement: "Miami -Dade County Product Cont* MV1 * oved"a"' .. .... EArGL E 0 FL OR1DA (LOCATED ON UNDERSIDE OF TILE) ., . EAGLE FL (LOCATED ON FRONTSIDE OF TILE) High Profile Concrete Tile LABEL, SUMTERVILLE PLANT NOA No. 18-0523.04 Expiration Date: 10/05/21 Approval Date: 07/19/18 Page 6 of 7 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING ...... MAIL .... High Profile Concrete Tile END OF THIS ACCEPTANCE NOA No. 18-0523.04 Expiration Date: 10/05/21 Approval Date: 07/19/18 Page 7 of 7 • e 'C#�1TY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44" Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.gov/economy SCOPE: •�•••• • ...... . ...... This NOA is being issued under the applicable rules and regulations governing the use o�� or struction materials '4t- documentation submitted has been reviewed and accepted by Miami -Dade County RER-1'"dwt Con yrUf 9&tion tQ b�V. 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 Coypty, Product Control Sectiop• (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve�he'right to Laverhis prod":. or material tested for quality assurance purposes. If this product or material fails to perform in *ie acccFtea mannet the• manufacturer will incur the expense of such testing and the AHJ may immediately revoke,•t'hoky, or.904pe•nd the use • of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. APPRQVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset° AH-160 as manufactured by ICP Adhesives and Sealants, Int..q%ftscribed in this Notice of Acceptance. For the locations where the design pressure requirements, as 4eteOyned by applicable':* * building code, do not exceed the design pressure values obtained by calculations in compli:*fie with Raafira* 0 Application Standard RAS 127. For use with approved flat, low, and high profile roof tile ""s.'t'r""s usmg IC=P 0 Adhesives Polyset° AH-160. ....0 0 ;"": •....• PRODUCTS MANUFACTURED BY APPLICANT: .... . ..... ""•' •'•' "•"� .. .. .... ...... Product Dimensions Test Product�oscription . .` Specifications see*:* ICP Adhesives N/A TAS 101 Y....• Two component pQ]y�.treihane�fgarp adhe:?m •; Polyset®AH-160 ' ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPacV N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset° AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Pro a Test Results Density ASTM D 1622 1.6 lbs./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.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 963 7-92 01-6743-011 01-6739-062b[1] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 •„• ; ASTM D 1623 •••�•• ASTM E 108 �•�•�� ASTM E 108 ASTM E 84 • • • TAS 114 ASTM D 1623 TAS 101 TAS 123 TAS 101 TAS 101 TAS 101 Date 04/08/94 12/ 16/96 10/25/95 } 44S95 ,12/ 1.2/95 02f01 /94 • • ..... •0IZ16193 ;':::• • .11 / 1,6/94 ... : % :617P4/95 ��•�� •b3/P4/96 04/18/ 12 02/21/12 10/23/98 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset° AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards SAS 127. TIM"esive.•��• attachment data is noted in the roof tile assembly NOA. ' ' • 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance*,O tWlkoofint ApplicatidN' •' • Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Ifooklet.: • • • •: 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and license&by4CP A(We*s1VeS and••••• Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applic"dt'4glS the autd8fity havttlg'•� jurisdiction. 009: 00*0:0 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment i;required before a .....4plicatter►•:• of any adhesive. The mix ratio between the "A" component and the "B" component $haljbp mairttained betw:gp,.: 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 MIAMMADECouNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Minimum Paddy Contact Minimum Paddy Gram Tile Profile Placement Detail Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles # 1 17-23 sq. inches :45 Flat Profile 42 10-12sq. inches •..• 30. Low Profile #2 12-14 sq. inches • • • ; • • 30 High Profile #2 17-19 sq. inches • • • • • 300 : 0 0 0 •....• Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at....1 m 2 gras.pg� paddy:. head of tile 9-11 sq. inches at .. .... • .... overlap .... • Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal, , 17 gr* MV& bead edge)20-25 sq. inches each ' .' .. :•'• bead •• • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 t+1 'Wti VyV #�rurse —, •- �Rs arwrs "W* Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to th ,overlock of the tile being set. • • • • • • 2. Continue in same manner: 4K9ure approximately 4 ?• • - (109.7 cm2) —23 (148.4tft?)%quare inch adhestvA..; contact with the underside Uthe tile...:. : ....... . ..... ... .... ..... . . . . ...... Medium Profile / Double Van rile • 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 APPROVED ADHESIVE PLACEMENT DETAIL # 2 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to t4er9tvrlock of the tile being set. Insure apprQAimatelj 17 (109.7 cm-T:• — 23 (148.4 cmZ) square inch• adhesive:"w6t with thg • ...... . ... .. underside of the tile. • 2. At the second course, apply. *Gmmimurn l'� (�0.8mmj • • • x 7" (177.8 mm) x 1" (251400"1 foam p$ddl ontotfl8•' underlayment positioned RsMwn under the • • • • : • strengthening rib closest to tic averlo ck ollhe tile,,, •„• being set. • • • •" 3. Continue in same manner. Insure approximately 10" (64.5 cmZ) - 12(77.4 cmZ) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 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 cmZ) — 23 (148.4 cmZ) 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 cmZ) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) 1 �,� -»,�,� �sdAyt�IawarriaTil+3 4in� 3ieidown "" High Profile / Single Pan Tile l . 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 t of he o;e'Mck of the... • tile being set. Insure approXnnately 1 j 101,7 cm2) — •, 23 (148.4 cm2) square inch•lWsive eontact with Me' • underside of the tile. • : • • • 0see* 0 • ...... 2. At the second course, apply.,6"nimum 20"00.8nwv;..0 x 7" (177.8 mm) x 1" (25 4;npmo foam p6ldy onto•ttie•: • underlayment positioned 43 sb6tvn under the pan •. portion of the tile closest fo the bverloU aCthe the ' • • being set. •••••• 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 MadtUrn Pfof&Tfr On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1 " (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the the being set;l!tate ...... approximately 4" (10 1%ufm; up from the eave .' edge free of foam to prevent 4he expan* KA adhesive: - from blocking the weep44es. Insure • ;�••.; approximately 17-23 in2'�M7-149.4.c.4i:) of ' adhesive contact with the underside of the tile • • • • • ...... .... ..... .. .. .... ...... Apply a 4" (101.6 mm}x O' �,-101.6•mm•}x 1 " (2 4• t • ... .. mm) foam paddy onto the Whoerlaytnent just betgw..; the second course line pbgitio'ned &&Ti paddy ' under the strengthening rib for flat tire, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in' (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 MIAMI•DADEeouNTY Expiration Date: 05/10/22 �gjum• 1 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) S140pa►-w-tip (Shm requkimb PeddEOufteentiks) ezua"x tytla an 1 4xah. 3zi� lepofde EareCAum 10 2 Emedosure Dilpedge High PmMOT59 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first.c-.mtirte of tile. Install second course 4 the insure approximatery � � • 9 (58.1 cm') - 11 (71 crp.-I �gpre iroradhesive. • • •: • contact with the underi.Wc:of the tile at,the overlap..: and 7 (45.2 cm') - 9 (5891 con2) square inch • • • adhesive contact with ti-&-mmderside of the tile A*:*". the head of the tile. CoTiMiWin same:AAhner. .. .. .... ...... • • • • •••••• NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve O to 70 sq.ln. Steep pitch applications In contact with the pan tile, 1when requlred) 2) Turn Hers upside dorm. Place adhesive in to 1 in. from outside edge of cover tile. Than install the tile. Ensure 20 to 25 sq.In. contact area. Undedayment 0 Sheathing Eave closure (motar shown) Fascia Remove top portion of the cave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at cave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (�25.4 mm) foam paddy onto the underlayment pos:Sened as • • • • • shown under two adjaGeAt pan tiles. Support cave.' tiles from rocking until cdhesive Ms a chance•ta•:- cure. •••••• • • .... % 2. Continue in same mannerbringing two pan • • • courses up toward th; Mi Insurer; • • • approximately 65 (4 L�L4."2) — 70 (451.6 cmZ) square inch adhesiveconlaot with•the underside•• • of the pan tile. • 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 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 cmZ) - 25 (161.3 cmZ) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 MIMI®D>�DE � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 • • • • • • SCOPE: •••• •••••• This NOA is being issued under the applicable rules and regulations governing the use of ccyWtuction materials. TWO •: documentation submitted has been reviewed and accepted by Miami -Dade County RER - PaockOt Conl of Irection "be• • used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdit:6rc(AHJ). ;. • • • •. • • •• •• •••• •••••• This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count/ f T60uct Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to Low *kis 0* ••. product or material tested for quality assurance purposes. If this product or material fails tvpprfojm in the apcepte�•••• manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, tvo&4P , or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Cate2ory: Roofing Sub-Cateeory: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product •..•.• Product Dimensions Specification DescfWtod .• Polystick IR-Xe 65' x 3'3-'/8" ASTM D 1970 A fine granular/sand top surftcre:W-adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass r *io rorced, bitu inous • • • • Location #1 & #2 60 mils thick sheet material for use as an 4ZjdymeriIft*A8ped rppf.. assemblies. Designed as an iQo& rain shield.. ..:..' Polystick Dual Pro 6F x 3'3= /8" . . TAS 103 and A rubberized asphalt self-adbr," glass-fiber/polyester.• Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrak. Dosi ned as a ••••:- erproo.�... Location metal roofing and roof tile upde;hdymen; • . ..... Polystick Tile Pro 61' x 3'3 3/8" TAS 103 and A rubberized asphalt self -adhering, glass fiber%polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Location #2 roofing and roof tile underlayment. Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location # 1 & #2 underlayment. Polystick TU P 32' 10" x 3'3 3/8" TAS 103 and A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location # 1 & #2 Polystick MTS 65'8" x 3'3-3/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'3 3/s" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'l0" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Aeency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G 15 5 Q4/13/09 P33360.06.10 ASTM D1970 . :0667/01/10..... P33370.03.11 TAS 103 ••• :...11/02/11 •: P33370.04.11 ASTM D 1623 "':" 04/26/11.0... P36900.09.11 TAS 103/ASTM 1347980V( 1�5 *09/01/1;••••: P3 7300.10.11 TAS 110/ASTM D4798 4 "* *js70 ; • • •;0/ 19/ 11.... • P40390.08.12-2 ASTM D 1623...... ..Q8/07/l2.:..' P37590.07.13-1 ASTM D6164 ••�••• • %07/02/13••••• P45270.05.14 TAS 103, TAS 110 & AS'i VM623 *05/12/14 '. P46520.10.14 ASTM D1623 * • :... 4/03/14"": P44360.10.14 TAS 103 & TAS A.0. • *: s • • 10/07/1 i• • • •; P43290.10.14 ASTM D 1970 & TAS 110 '..'10/17/14 PLYG-SC10130.06.16-3 TAS 103 & TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G 15 5 07/06/09 Momentum Technologies, Inc. JX20117A TAS 103/ASTM D4798 & G 15 5 04/01/08 RX 14E8A TAS 103/ASTM D4798 & G 155 11 /09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 MEp�E c Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polxsti�k BTU x, Polystick • • • • TU P, Polystick TU Plus, Polystick MTS or Polystick MTS PM, self-ad:P.WA. •. ...... . ...... Surfacing: See General Limitations Below. ...... .... . ..... Deck Type 1: Wood, non -insulated .. .. .... ...... Deck Description: Min. 19/32" plywood or wood plank ...... .' System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. • • • • • �: Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum' '' head lap. (for base sheet only) Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 ( � I INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the Nghrint, A ing the ...... membrane from the center outward in both directions. • • • 5. For ridge applications, center the membrane and roll from the center outward in bo1h,cl; � fictions • • • • 6. Roll or broom the entire membrane surface so as to have full contact with the surfaceftiving speciatattention ••: to lap areas. ...... .. . ... . 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assem .current.VCq uct Cop�;o�•� Notice of Acceptance. ...... . 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. ?he f!Ahing jape $f all bee**:* pressed in place and formed around the protrusion to ensure a tight fit. A second layewof Polyst��kshall ba.... applied over the underlayment. • GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 8. 9. Rule 61G20-3 of the Florida Administrative Code. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. ...... When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies,, dAnaxirxum Poof slope • shall be as follows: (See Table Below) • • • • • • • • • • • • Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick, :�Xjrjn (E Profile MTS S6 G TU P, Tile Pro, TU Max MTS•Pfds MTS Plus wft% • Dual Pro ••:••: '%*Plus •••• Flat Tile Prohibited 4:12 6:12 6:12 5t1;0� � without battens a •••9612 •••� Profiled Prohibited 4:12 6:12 6:12 4!��• •• 6:12 �••• Tile without battens • The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. A&& POLYSTICKTU Plus NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick NITS, Polystick NITS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick NITS, Polystick NITS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick NITS, Polystick NITS Plus or Elastoflex S6 G are not listed, a request may. be rpade to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Soctioa for appr01141'provided... that appropriate documentation is provided to detail compatibility of the products, wind uplift re�j tj%e, and fire. testing results. ' ...... POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTI(!WMEMBRANES • •; • • ...... .... ..... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATION9.00::0 ...... . LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOT'IMESIDATLONS. ....;. . 1. Polyglass does accept the direct application of Polystick underlayment membranes t^vood dectr. oLmIallerseare 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, I 1 gauge ring shank type, applied with a minimum l %" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Teohnica► Services Department at 1 (800) 894-4563. .." 0:60 • ...... 14. Polyglass recommends that applicators follow good roofing practices and applicabl(!P? c'Odures as Outlined Dy.,.; the National Roofing Contractors Association (NRCA). .... . ..... ...... .... ..... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SWI VIC APMMATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND REC(QMMEr DATJOA, END OF THIS ACCEPTANCE •"•'• ' NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAMFQADE MIAMI-DADE COUNTY LWANAM PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: ' • "" This NOA is being issued under the applicable rules and regulations governing the Me of cons;r"Yid • • materials. The documentation submitted has been reviewed and accepted by Miami MM County RER - "•' •' Product Control Section to be used in Miami Dade County and other areas where aliq , gd by the • ; • • • • • Authority Having Jurisdiction (AHJ). • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade 1ounty Produet' ""' • Control Section (In Miami Dade County) and/or the AHJ (in areas other than Mia • * � • e Count• 'l'1 �� yi • • • • • .' reserve the right to have this product or material tested for quality assurance purpo$es'If'this product or • • • •; • material fails to perform in the accepted manner, the manufacturer will incur the expense of su*h'testing and the AHJ may immediately revoke, modify, or suspend the use of such product c 4aterial VirWi • • • • • their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miamf-Dtde 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 Ruberoid®Modified Bitumen 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 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. 14-1030.02 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorae L. Acebo. APPROVED NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page I of 67 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -105 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE )< 0 •''"' Product GAFGLAS® Ply 4 Tri-Ply® Ply 4 Ply Sheet GAFGLAS® F1exPlyT" 6 GAFGLAS®#75 Base Sheet Tri-Ply® #75 Base Sheet GAFGLAS® #80 UltimaTm Base Sheet GAFGLAS® Stratavent® Perforated Venting Base Sheet GAFGLAS® Stratavent® Nailable Venting Base Sheet Ruberoid® HW 25 Smooth Ruberoid® HW Smooth Ruberoid®HW Granule Ruberoid® HW Granule FR Ruberoid® HW Plus Granule Ruberoid® HW Plus Granule FR �• ... APPROVED Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 39.37" (I meter) Wide 39.37" (I meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 39.37" (1 meter) Wide Test Product :...:. Specification Gi,Btion ASTM D2178 Smooth surfaced M01141tic pN sheet reinforced with fite'r-lass mat. ASTM D2178 Smooth surfaced jaj6altic ply. j6eet reinforced with "glass mat. . ASTM D2178 Smooth surfaced asphaltic pltyGsheet reinforced with fiberglass mat. ASTM D4601 .. . .. . Smooth asphaltic base or base✓;% sheet reinforced with fiberglass mat. ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. ASTM D4897 Smooth surfaced asphaltic perforated Goose. • . venting base sheet reinforced with fiberglass mat. ASTM D4897 Smooth surfaced asphaltic nailable venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. ASTM D6163 Smooth surfaced torch applied SBS base or ply sheet reinforced with a fiberglass mat. ASTM D6164 Smooth surfaced torch applied SBS base or ply sheet reinforced with a polyester mat. ASTM D6164 Granule surfaced torch applied SBS cap sheet reinforced with a polyester mat. ASTM D6164 Fire retardant granule surfaced heat - welded SBS cap sheet reinforced with a polyester mat. ASTM D6164 Granule surfaced torch applied SBS cap sheet reinforced with a polyester mat. ASTM D6164 Fire retardant granule surfaced torch applied SBS cap sheet reinforced with a polyester mat. NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 2 of 67 A i , Test Product Product Dimensions Specification Description Ruberoid® EnergyCapT" HW 1 meter ASTM D6164 Fire retardant granule surfaced heat - Plus Granule FR (39.37") Wide welded SBS cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteT" Elastomeric Coating. Ruberoid® Torch Smooth 39.37" ASTM D6222 Smooth surfaced torch applied APP base (1 meter) Wide or ply sheet reinforced with 3 polyester Tri-Ply' APP Smooth 39.37" ASTM D6222 ...... mat. ...... Smooth surfacel"M CheapplijgAte cap, •� Membrane (1 meter) Wide base or ply sheet feibfarced dkith a • • • • •' polyester mat. ...... Ruberoid® Torch Granule 39.37" ASTM D6222 Granule surfaced:4rcltappli:d•A cap ..... (1 meter) Wide sheet reinforced"".% polyester. mt. ..:..' Tri-Ply® APP Granule Cap 39.37" ASTM D6222 Granule surfaced toroh7applied-APP cap ••••�• Sheet (I meter) Wide sheet reinforcedlditb•$polyestef mat. •. Ruberoid Torch Plus Granule 39.37" ASTM D6222 . . . ...... Fire retardant gi. nule,surfaced torch ��•�� FR (1 meter) Wide applied APP cap Slteet'reinfq;ttd•With a • • polyester mat. " ' Ruberoid® EnergyCapT" 39.37" ASTM D6222 Fire retardant granule surfaced torch Torch Plus Granule FR (1 meter) Wide applied APP cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteT" Elastomeric Coating. Ruberoid® EnergyCapT" 39.37" ASTM D6222 Fire retardant granule surfaced torch Torch Granule FR (1 meter) Wide applied APP cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteT" Elastomeric Coating. Ruberoid® 20 Smooth 39.37" ASTM D6163 SBS polymer -modified asphalt base or ply (1 meter) Wide sheet reinforced with a fiberglass mat. Ruberoid® 30 Granule 39.37" ASTM D6163 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a fiberglass mat. Ruberoid® 30 Granule FR 39.37" ASTM D6163 Fire retardant granule surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid® 30 Plus Granule FR 39.37" ASTM D6163 Fire retardant granule surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid® Mop Granule 39.37" ASTM 136164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Tri-Ply' SBS Granule Cap 39.37" ASTM D6164 Granule surfaced mop applied SBS cap Sheet (1 meter) Wide sheet reinforced with a polyester mat. Intec Flex PRF 39.37" ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® Mop Smooth 39.37" ASTM D6164 Smooth surfaced mop applied SBS base (1 meter) Wide sheet reinforced with a polyester mat. NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 3 of 67 Test Product Product Dimensions Specification Description Ruberoid® Mop Smooth 1.5 39.37" ASTM D6164 Smooth surfaced mop applied SBS base (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® Mop Plus Smooth 39.37" ASTM D6164 Smooth surfaced mop applied SBS base or (1 meter) Wide ply sheet reinforced with a polyester mat. Ruberoid® Mop Plus Granule 39.37" ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® Mop Plus Granule 39.37" ASTM D6164 Fire retardant granule surfaced mop FR (1 meter) Wide applied SBS cap sheet reinforced with a polyester mat. Ruberoid' EnergyCapTM Mop 39.37" ASTM D6164 Fire retardant granule surfaced mop Plus Granule FR (1 meter) Wide applied SBS cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT% Er er yCote-'" 0 0 0 • • 9 0:0 Ruberoid® Mop Granule FR 39.37" ASTM 136164 Elastomeric Coatiflg. • ; • 0 •; • • Fire retardant aaule surfaced mop (I meter) Wide applied SBS cap sbgjjreinfo rceS w ith a • • • • Ruberoid' EnergyCapTM 30 39.37" ASTM D6163 polyester mat. '....' ; • • • • • • • • • Fire retardant gr"esurfaced ..:..' Granule FR (1 meter) Wide applied SBS cap sheet, reinford.,0with a • • • • • • fiberglass mat. Cdli 311*et is factory coated •, with TOPCOATI EnergyCottTMe .. • 0* Elastomeric Coating' • • • • GAFGLAS' Mineral -Surfaced 39.37" ASTM D3909 Granule surfaced asphaltic ca'pOpOt Cap Sheet (1 meter) Wide reinforced with fiberglass mat. Tri-Ply' BUR Granule Cap 39.37" ASTM D3909 Granule surfaced asphaltic cap sheet Sheet (1 meter) wide reinforced with a fiberglass mat. GAFGLAS'EnergyCapTM 39.37" ASTM D3909 Granule surfaced asphaltic cap sheet Mineral -Surfaced Cap Sheet (1 meter) Wide reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT' EnergyCoteTM Elastomeric Coating. TOPCOAT' Membrane 1, 5 or 55 gallons ASTM D6083 Water based elastomeric coating. United CoatingsTM Roof Mate 1, 5 or 55 ASTM D6083 Water -based elastomeric coating TCM Coating Gallons TOPCOAT' 5 or 55 gallons ASTM D6083 Surface Seal SB United CoatingsTM Surface Seal 5 or 55 Gallons ASTM D6083 SB Roof Coating TOPCOAT' MB Plus United CoatingsTM Roof Mate MB Plus Coating 5 or 55 gallons 5 or 55 Gallons Proprietary Proprietary Solvent based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Solvent -based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Water based, low VOC primer used to block asphalt bleed -through. Water based, low VOC primer designed to block asphalt bleed -through. MIAMI•DADE COUNTY NOA No.: 15-1020.01 �� . • • •. . Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 4 of 67 Test . Product Product Dimensions Specification Description FireOut"' Fire Barrier Coating 5 or 55 gallons Proprietary Low VOC, water -based fire barrier coating. Flex Seal'" 1, 5 gallons TAS 139 Solvent -based elastomeric sealant. or 1 qt. tube VersaShield® Fire -Resistant 12" x 100' rolls ASTM D226 Non -asphaltic fiberglass -based Roof Deck Protection underlayment and /or fire barrier. VersaShield® Solo" Fire- 42" roll wide, ASTM D146, Non -asphaltic, fire resistant fiberglass Resistant Slip Sheet 100 ft. D828, D4869, underlayment D6757 MatrixT" 102 SBS Membrane 3, 5 or 55 gallons ASTM D3019 Fiber reinforced rubberized cold -applied Adhesive adhesive for modified bitumen roof systems. • • • • • • ...... . ...... APPROVED INSULATIONS: Product Name EnergyGuard"' Polyiso Insulation EnergyGuard" Tapered Polyiso Insulation EnergyGuard" RA Polyiso Insulation EnergyGuard" RH Polyiso Insulation EnergyGuard" RH Tapered Polyiso Insulation EnergyGuard'" RN Polyiso Insulation EnergyGuard" Perlite Recover Board EnergyGuard" Perlite Roof Insulation Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite insulation board EnergyGuard" RA Composite Polyiso Polyisocyanurate foam insulation Insulation with high density fiberboard or permalite Structodek® High Density Fiberboard Roof High density fiberboard Insulation SECUROCK® Gypsum -Fiber Roof Board Gypsum board SECUROCK® Glass -Mat Roof Board Gypsum board DensDeck® Roof Board Gypsum board DensDeck® Prime Roof Board Gypsum board APPROVED .... . ..... ...... .... ..... .. * .... ...... • �,,Hinufacturer CWith;Current NOA) GAF • �•� GA •. . GAF GAF GAF GAF GAF GAF GAF Blue Ridge Fiberboard, Inc. United States Gypsum Corp. United States Gypsum Corp. Georgia-Pacific Georgia-Pacific NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 5 of 67 APPROVED FASTENERS: Fastener Product Number Name 1. Dril l-TecT" # 12 Fastener 2. Drill-TecT" #14 Fastener 3. 4 5 Q 7 8. 0 Drill-TecT"' XHD Fastener Drill-TecTM 3" Steel Plate Drill-TecT' 3" Standard Steel Plate Drill-TecT' ASAP 3S TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Truss head, self -drilling, pinch point, high thread fastener for use in wood or steel decks. Carbon steel extra heavy duty fastener used in steel decks. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill- TecT" fasteners. Galvalume® coated steel stress plate for use with approved Dri I l-TecT" fasteners. Drill-TecT" #12 fastener with Drill-TecT' 3" Standard Steel Plate. Drill-TecT" AccuTrac® Flat A2-SS aluminized steel Plate plate for use with Drill- TecT"' fasteners.. Drill-TecT' AccuTraca Galvalume® steel plate Recessed Plate with recess for use with Drill-TecT" fasteners. Drill-TecT' 3 in. Ribbed Round Galvalume® plated Galvalume Plate (Flat) steel stress plate with reinforcing ribs for use with Drill-TecT"' fasteners. .•@ APPROVED Manufacturer Dimensions (With Current NOA) # 12 x 8" GAF Max. Length #3 Phillips head. # 14 x 16" GAF Max. Length . . #3 Phillips �• ••.... head. • #15 x 16" :" GAF Max. Length �� ••••� #3 Phillips '....' head. ...... .... ..... ...... . . 3" Round G.Ue-:. . . ...... .. . .. . . . . .. 3" Round GAF # 12 x 8" GAF Max. Length #3 Phillips head with 3" Round plate 3" square; GAF .017" thick 3" square; GAF 017" thick. 3" Round GAF NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 6 of 67 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Factory Mutual Research Corp. 3001276 FMRC 4470 3010215 FMRC 4470 3029832 FMRC 4470 3036980 FMRC 4470 3034312 FMRC 4470 3040738 FMRC 4470 3042887 FMRC 4470 3046081 FMRC 4470 1 B9A8.AM FMRC 4470 3D4Q2.AM FMRC 4470 OD I A&AM FMRC 4470 Factory Mutual Research Corp. 797-03221-267 FMRC 4470 797-10228-267 FMRC 4470 797-04694-267 FMRC 4470 797-03825-267 FMRC 4470 RR203450 FMRC 4470 FM Letter FMRC 4470 FM Letter FMRC 4470 Underwriters Laboratories R1306 UL 790 Trinity Engineering 4483.04 97-1 TAS 114 IRT-ARCON Inc. 02-005 TAS 114 02-014 TAS 114 01-039 TAS 114 Trinity I ERD C8500SC.11.07 ASTM D6862 G30250.02.10-2 ASTM D6222 G30250.02.10-3-R2 ASTM D3909 G31360.03.10 ASTM D6164 G32520.06.11 ASTM D1876 G33470.01.11 ASTM D6164 G34140.04.11-2 ASTM D6163 G34140.04.11-4-R2 ASTM D4601 G34140.04.11-5-R3 ASTM D4897 G36780.07.1I-RI TAS 114-J G40620.07.12-2 ASTM D6222 G40630.01.14-1 ASTM 136163 G40630.01.14-2A ASTM D5147 G40630.01.14-2A-1-R I ASTM D6164 G40630.01.14-213-Rl ASTM D6164 G40630.01.14-2C ASTM D6164 G40630.03.14 ASTM D5147 G43190.03.14-1 ASTM D5147 G43190.03.14-2 ASTM 135147 G43190.05.14-R1 ASTM D5147 Date 01 /28/99 03/01 /01 05/11/07 08/ 14/09 04/09/09 05/18/12 11/14/11 02/13/13 09/04/97 04/30/97 0j/EI448 09/24/97 0 MOM S 06/ 1-X09 OLIAJ08 12/04/ 15 04/.tV 13 09/1-VI 5 0 tt29'/'18 06�W 03/01 /02 04/08/02 03/01 /02 11 /30/07 11/11%10 06/03/15 03/31/10 06/28/11 01/13/11 04/25/11 6/4/2015 6/4/2015 07/18/11 07/17/12 01 /06/ 14 01/07/14 04/10/14 01/16/15 01/07/14 03/06/14 03/06/14 03/06/14 05/20/14 NOA No.: 15-1020.01 �Fn�aoecouNrtr Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 7 of 67 EVIDENCE SUBMITTED: (CONTINUED) Test A2ency Test Identifier Description Date Trinity ERD G43190.11.13-1 ASTM D6222 11/15/13 G43610.01.14 ASTM D5147 01/22/14 G46160.02.15 ASTM D6163 02/12/15 G46160.02.15-2D-1 ASTM D6163 02/09/16 G46160.03.15 ASTM D6163 03/11/15 G46160.09.14-2A ASTM D5147 09/09/14 G46160.09.14-3A ASTM D6164 09/09/14 G46160.09.14-3B ASTM D6164 09/09/14 G46160.09.14-3C ASTM D5147 09/09/14 G46160.12.14-3E ASTM D6164 12/29/14 G6850.08.08 ASTM D6163 4044a G6850.08.08-R1 ASTM D6164 04f14/Ll G6850.10.08 ASTM D6222 ...... 1067M G6850.11.08 ASTM D6222 ... • • 02/ 17409 SC6870.08.14-R1 ASTM D3909 .•.••. OTP4�t4 PRI Construction Technologies LLC. GAF-122-02-01 TAS 139 • • • • 0 /Oa<06 GAF-245-02-01 ASTM D6083 •' • • 00/10� 10 GAF-276-02-0 l Rev ��•' ASTM E2178 . 01/04711 ASTM D6083 , • • • • • • GAF-306-02-01 ASTM E96 '..• 07/D;/11 GAF-314-02-01 ASTM D2178 09/2a71 t GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-434-02-03 TAS 114-J 09/06/13 GAF-434-02-04 TAS 114-J 09/06/13 GAF-464-02-01 ASTM C1289 02/06/14 GAF-498-02-01 ASTM D6083 09/16/16 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-559-02-01 TAS 117(B) 09/30/14 GAF-559-02-04 ASTM D1876 1.0/01/14 GAF-559-02-05 ASTM D1876 10/15/14 GAF-559-02-06 TAS 114(H) 10/02/14 GAF-559-02-07 ASTM D903 10/02/14 GAF-559-02-08 ASTM D903 10/02/14 GAF-559-02-09 ASTM D903 10/02/14 GAF-559-02-11 TAS 114-J 10/14/14 GAF-559-02-12 TAS 114-J 10/14/14 GAF-559-02-13 TAS 114-J 10/15/14 GAF-559-02-14 TAS 114-J 10/15/14 GAF-559-02-15 TAS 114-J 10/15/14 GAF-559-02-16 TAS 114-J 10/15/14 GAF-559-02-18 TAS 114-J 10/15/14 GAF-559-02-19 TAS 114-J 04/16/15 APPRQYED NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 8 of 67 1 . . Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Option #6: and 3" inverted Drill-TecT" 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) Fastening GAFGLAS' #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above anchor Option #7: sheets attached to deck with Drill-Tec'" #12 Fastener, Drill-Tec' #14 Fastener or Drill-Tec"' XHD Fastener and Drill-TecT" 3" Steel Plate, Drill-Tec"' AccuTrac' Flat Plate or Drill-TecT" AccuTrac' Recessed Plate installed 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 the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners F#stener (Table 3) . Dej&lfj/ft' EnergyGuardT"' Polyiso Insulation, EnergyGuard'" Polyiso RA Insulation, 0 • • 6 Ener GuardT" Polyiso RN Insulation, EnergyGuard'" RA Composite Polyiso 169OUtion • Minimum 1" thick N/A N/A Structodek® High Density Fiber Board, EnergyGuardT" Perlite Recover Board ... • • Minimum'/2" thick N/A VV* EnergyGuardT" Perlite Roof Insulation • • • • • • • Minimum %" thick N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of appN%vdd hot t within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Applicatior Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. I GAF requires either a ply of GAFGLAS Stratavent' Perforated Venting Base Sheet laid ury or a layer oi hnergyGuara__ er i e Row Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, GAFGLAS' #80 UltimaT" Base Sheet, GAFGLAS° Ply 4, Tri-Ply' Ply 4 Ply Sheet GAFGLAS' FlexPlyT' 6, Ruberoid' Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25 Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation #4). OR Ply Sheet: (Optional, required over GAFGLAS" Stratavene Perforated Venting Base Sheet loose -laid dry)One or more plies GAFGLAS® Ply 4, GAFGLAS® F1exPlyT"6 , GAFGLAS® #80 UltimaT' Base Sheet, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid' 20 Smooth adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 10 of 67 ` l , A Membrane: One or more plies of Ruberoid' 20 Smooth, �uberoid` 30 Granule, Ruberoid® nergy ap"' 30 Uranule FR, Ruberoid'ranule FR, Ruberoid' 30 Plus Granule FR, Ruberoid® Mop Smooth, Ruberoid' Mop Smooth 1.5, Ruberoid' Mop Plus Smooth, Ruberoid® Mop Granule FR, Ruberoid® Mop Granule, Tri-Ply® SBS Granule Cap Sheet, Intec Flex PRF , Ruberoida Mop Plus Granule, Ruberoid® Mop Plus Granule FR fully 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. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./s . 2. GAFGLAS Mineral -Surfaced Cap Sheet, ri-Ply BUR Granule Cap Slleet • or nergy ap mera - u aced Cap Sheet adkeredi in a fu:F""00*00* mopping of approved asphalt applied within the EVT range aM at n rate p f;k0 0 • lbs./sq. ... :.. . ...... 3. TOPCOAT® Surface Seal SB or United Coatings'" Surface S'eal•W RoofCoating �....� applied in one or more coats at a minimum rate of 1.0 gal./scr Z-•Cbat. ; • • • • • • • • • • OR ...... .... TOPCOAT® MB Plus United. Coatings" Roof Mate MB Plus•Coating• • ..... or •: • ...... applied at a minimum rate of 1.0 gal./sq.(to be used as a prirgdor %flowed by •• TOPCOAT® Membrane or United Coatings'" Roof Mate TCM Coating ;...;. •••••• applied in one or more coats at a minimum rate of 1.0 gal./sq•per (oat. :....: 4. Fiber Aluminum Roof Coating. • Maximum Design Pressure: See Fastening Options APPROVED NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 11 of 67 , I 1 d WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPlyT" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDeck® Roof Board or Yz" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all application56over closo fall foam insulations when the base sheet is fully mopped. If no recovery board is M841he bast sheet shall be applied using spot mopping with approved asphalt, 12" diameter circl`es0'14" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the centet pf tpe sheej t4l"ving a continuous area of ventilation. Encircling of the strips is not acceptable. A g lareak shall bg., placed every 12' in each ribbon to allow cross ventilation. Asphalt applicatiort nteitlier sy'stam shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be l4tlmmto a maximum design pressure of -45 psf. • 5. Fastener spacing for insulation attachment is based on a Minimum Characteri;ti c F'o-ce (F)value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. Ifthe fastem0*,rjlue, as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE � NOA No.: 15-1020.01 MtAMFDAD; CO�� Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 67 of 67 •sass • 1 W Surfacing (Optional): — "TOPCOAT@ EnergyCoteT Elastomeric Coating" applied at a rate of 2-gal/100-ft2*. 16, Deck: NC Incline: 1/2 Insulation (Optional): — Any thickness perlite or wood fiber or glass fberor polyisocyanurate, mechanically fastened or adhered with %RF Adhesive M" or OMG Inc. "Olybond Fastening System" applied as a nominal 3/4-in. bead or "GAF 2-Part Roofing Adhesive" applied z a nominal 2-1/2-in. bead with a maximum on -center spacing of 12-in. or any UL Classified insulation adhesive applied per the manufacturer's installation instructions. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet", mechanically fastened. Ply Sheet: — One or two plies Type G1 "GAFGLAS@ Ply 4" or'Trl-Ply@ 4" or "GAFGLAS@ Flex-PlyT 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Surfacing: — "TOPCOAT@ EnergyCoteT Elastomeric Coating" or "TOPCOAT@ MB Plus" or'TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal/100-ft2. 17. Deck: C-15/32 Incline: 1/2 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. Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardT" Roofboard" or minimum 1/4-in. thick Untied States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or'Tri-Ply #75 Base Sheet' mechanically fastened. Ply Sheet- — One or two plies Type Gi "GAFGLAS@ Ply 4" or "Tri-Ply 4" or "GAFGLAS@ Flex Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or " fri-Ply #75 Base Sheet" fully adhered with hot roofing asphalt. Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 696660 Surfacing: — "TOPCOAT@ EnergyCoteT" Elastomeric Coating" or "TOPCOAT@ MB Pius" or "TOPCOAT@ :22 VJMtE Elastomeric Coating" applied at a rate of 2-gal/100-e. • • • • • 18. Deck: NC Incline: i ••••••• • Insulation (Optional): —Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mechagtAIt?Vtened cta JITN with • • "LRF Adhesive M" or OMG Inc. "Olybond Fastening System" applied as a nominal 3/4-in. bead or "GAF 2-PaNk Qaofing Adhesive applied as* • • • • a nominal 2-1/2-in. bead with a maximum on -center spacing of 12-in. or any UL Classified insulation ad4g6yI; jWlied per th;• • • manufacturer's installation Instructions. • • . • • • • • • Base Sheet: — One ply "GAFGLAS@ Stratavent@ EliminatorT Venting Base.Sheet" or Type G2, fully adhered lath hot rdbARiasphalt. • • • • • • Ply Sheet: — One or two plies "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid6 i4c,pql3wooth Plus" of • "Ruberoid@ 20" or "Ruberoid@ 20 H r, fully adhered with hot roofing asphalt. • • • • Membrane: — One ply "GAFGLAS@ Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt • ; •.; • • •' • • • Surfacing, —'TOPCOAT@ EnergyCoteT" Elastomeric Coating" or'TOPCOAT@ MB Plus" or'TOPCOAT@;22 W*lle Elastanedc Coating" • • applied at a rate of 2-gal/100-fe. • • • • • • • 19. Deck: C-15/32 Incline: 1 • 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. Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardT l Roofboard" or minimum 1/4-in. thick Untied States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board° (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: — One ply "GAFGLAS@ Stratavent Eliminator Venting Base Sheet" fully adhered with hot roofing asphalt. Ply Sheet: — One or two plies "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth Plus" fully adhered with hot roofing asphalt. Membrane: — One ply "GAFGLAS@ Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Surfacing: —'TOPCOAT@ EnergyCoteT Elastomeric Coating" or'TOPCOAT@ MB Plus" or'TOPCOAT@ 322 White Elastomeric Coating" applied'at a rate of 2-gal/100-ft2. 20. Deck: C-15/32 Base Sheet: — One ply Type G2 "GAFGLAS@ *75 Base Sheet" or "Tri-Ply@ #75 Base Sheet' mechanically fastened. Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One or more plies "Ruberoid@ 20" or "Ruberoid@ 20 HT' or "Ruberold@ Modified Base Sheet", hot mopped or mechanically attached. Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapT BUR Mineral Surfaced Cap Sheet". 1. Deck, C-15/32 Incline: 3-1/2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Two or more plies Type GI "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Ply 6" mechanically fastened. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap- BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 2. Deck: C-15/32 Incline: 3-1/2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G1 or Type G2 or Type G3. http:lldatabase.ul.com/cgi-biDfXYVItemplate/LISEXT/1 FRAMElshowpage.html?name--T... 3/31 /2015