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RF-19-2502Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 1���JGn�l�s Issue Date:10/29/2019 Location Address Parcel Number 443 NE 100TH ST, Miami Shores, FL 33138 1132060170510 rnntads Permit NO.: RF-10-19-2502 Permit Type: Roof Work Classification: Tile Permit Status: Approved Expiration: 04/27/2020 Mary Cousins Owner CITY ROOFING AND CONSTRUCTION INC Contractor 443 NE 100 ST MARIO FAMADA 22700 SW 172 CT, MIAMI, FL 33170 Business: 3052482994 Other:3052187901 Description: TILE RE -ROOF Valuation: $ 35,600.00 e nests: Inspection 62-49R9 TotalSq Feet: 2,800.00 j �___ Fees Amount Application Fee - Other $50.00 CCF $21.60 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $7.20 Roofing Fee $250.00 Scanning Fee $3.00 Technology Fee $7.50 Total: $346.80 Payments Date Paid Amt Paid Total Fees $346.80 Credit Card 10/29/2019 $296.80 Check # 4206 10/22/2019 $50.00 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 cAnstruction jp�ninq,., Futhermo , I a thorize the above named contractor to do the work stated. S Owner / Applicant / Contractor / Agent Date October 29, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ET TMRED cci 2 2 c;It� BY: 6+1' FBC 2011 Master Permit No. Rc- -10- � ` ( 25"b2 Sub Permit No. ❑BUILDING ❑ ELECTRIC X ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: "1 "La) N E I o O 0+ • 2 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:_1 —Cf� III Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): 1—`O V ft Us, �S Phone#:: x 15 ,'WO-53(o0 Add Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: 19 c%C-) 0 0 S( 0 one#: hone#: ,-�ffi -';)(4O-Q1q"l q City: State: Zip: 3� �G 1.1--- Qualifier Name: Mario ill 1 t UalllJl.V1 G Phone#: _ o5 a �l (�� 1 q State Certification or Registration #: �}', C - )P ) O' Certificate of Competency #: DESIGNER: Architect/Engineer: Address: one#: City: State: Zip: Value of Work for this Permit: $ 35, 1,a Q Q Square/Linear Footage of Work: oC,�OJ Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Re�lacg ❑ Demolition Description of Work: I: 11c`jge-i-o Specify color of color thru tile: 'sI -ayj F rrQ_ Submittal Fee $ 4�O •�2 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ E-00 ' q (Revised02/24/2014) TOTAL FEE NOW DUE $ Q C7 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. Signature 0 NER or AGENT The foregoing instrument ywjaass acknowledged before me this nday ofc �ilil tiJ , 20, by M111 V \'(7u�,5 who is personally known to me or who has produced as Signature NTRACTOR Theing instrument was acknowledged beforme this day of 20 by who is personally known to me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: 1 Print: Seal: Jd� •,, is @ JACQUELINE ESPINOSA Seal: �P�.P�a •., JACQUELINEESPINUSA #: MY COMMISSION # GG 160780 i °•: t_ MY COMMISSION # t�G 160780 EXPIRES: Nov?inbar 15, 2021 •%rFOf' EXPIRES: November 15, 2021 P = F`pP.%;�UF Bonded Thru No ry Public Underwriters F��.� Bonded Th. Notar Public Underwriters Y ************ ****************** ********* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Section A/B RF-CF11 Ell OCT 2 2 2019 , w Miami -Dade County HVHZ Electronic Roof,Permit Form �l "Delivering Excellence Every Day" , , , `a S \ � Section A (General Information) Master Permit No: Process No: Contractor's Name: CITY ROOFING i Job Address: X,)r— 1 vo .s Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ❑✓ Mortar/Adhesive Set Tile •. ❑ Asphaltic Shingles •••`•• ••••• p g El Panel/Shingles 4 V�/oQd Shingles/Shakes • • • • • • • • ❑ Sprayed Polyurethane Foam ❑ Other: ...:.. .... ...... Roof Type ." ' .0*0 . •• •.••• ❑ New Roof ❑ Re -Roofing ❑ Recovering ❑ Repair ❑ MaintenahU : •. • • ' • • 0' Are there Gas Vent Stacks located on the roof? ❑ Yes Q'No If yes, what type?":Natural 0 LPGX '. . • . • . • • • • Roof System Information • ... • • . • • Low slope roof area (ft.2) Steep Sloped area (ft.2) I Total (ft.Z) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): E= Corner Size (a' x a'): 5 )Z t$ I o `/Z I� ss Tilc Roof Systcm Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System Roof System Manufacturer: JEAGLE TILE PRODUCTS Notice of Acceptance Number (NOA): 16-0314.06 . Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 p 3: 100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 0 4 psf Fill in the specific roof assembly components. If a component is not required, insert not applicablg (n/a; in the OMbbk - . 4 ` Deck Type: --5/8" Plyw66d;•' • Roof Slope: '712" Roof Mean Height: 10 ft. Method of Tile Attachment: --Adhesive, Medium Paddy Polyfoam Po lypro- Alternate Method of Tile Attachment per NOA: N/A Drip Edge Size & Gauge: --3" face 26 ga.-- 01 Drip Edge Material Type: I--Galvinized Metal- ...... Optional Insulation: • • • • • • • • • • • .. .. . .. ..... . "•"' Optional Nailable Substrale: :...:. '..' :....� N/A ... Optional Nailable Substrate Attachment: N/A Basesheet Type: l7 Z2(, Fastener Type for Basesheet Attachment: 1.25" RING SHANK AND 5/8" TIN CAP Tile Underlayment (Cap Sheet ) Type: jsss `Tv 140A'1� Tile Underayment Attachment Method: SELF -ADHERED Drip Edge Fastener Type: 1 1.25" RING SHANK Tile Profile: BEL AIR Hook Strip/Cleat gauge or weight: I -- Select Hook Strip -� Section E Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: 39.1 x X .278 = 10.87 . Mg: 7.59 = Mr1: 3.28 < 40.4 NOA Mf P 2: 68.1 x X.278 = 18.94 _ Mg: 7.59 = Mr2: 11.35 < 0.4 NOA Mf ;,, •; 0 P 3: 100.7 x x.278 = 28.00 Mg: 7.59 = Mr3: 20.41 Fo.47 NM Mf* • • • • • � • , Method 3 "Uplift Based Tile Calculations Per RAS 127" •.•. .... . .. ..... For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greatll "^;dr equ$Iq tht fr valuAS, Tdr• • each area of the roof, then the tile attachment method is acceptable. • • • • • • • • • • • • • • • • • • •••••• P1: x1: = xw: = -W:xCos 0:Fr1: : . i NOAP :....: P2:x1:�=®xw:�= -W:�=� xCos 0:E]=Fr2:�<NOA F' P3:x1:©=�xw:�= -W:�=� xCos 0:F7=Fr3:�<�NOA F' Where to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions = I length w = width Product Approval (NOA) M�IAM� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 17,�:118J 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Secti3a to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdicliop•(7kHJ). • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County"-8481t ContrblSbction "'"• (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the Ajot to have this :....: product or material tested for quality assurance purposes. If this product or material fails to ptt&�-pt in the.aecrepted • manner, the manufacturer will incur the expense of such testing and the AHJ may immediatel3i c%vake, madify.or ..;.. • suspend the use of such product or material within their jurisdiction. RER reserves the right 4% revoke thi; acceptance,*..... if it is determined by Miami -Dade County Product Control Section that this product or materlzlle ttl; to meet ehe • requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Flordd building hod e �.... including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0223.18 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. Jul FfA1ik0ADE COUrK Y NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Paget of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. ...... 9. 2. PRODUCT DESCRIPTION: • • • • ' • • • • • • Manufactured by Test I;CpQy�t • Applicant Dimensions Specifications Description Bel Air Lenght = 17" TAS 112 Flat profile concrete rooilile equ.ped'with tvJo Concrete Tile Width = 12'/a" Type 3a ...... nail holes. For adhei�ve ;ct, direct declr.....or • • � • Thickness ='h" Class III battened nail -on appDp#49ps. • • . . Bel Air Double Eagle Lenght = 17" TAS 112 . . . . ...... Flat profile concrete -roof 4ile equF667with two � � • Concrete Tile Width = 12 ''/a" Type 3a nail holes. For adheshtset, direC.t decor • Thickness ='/Z" Class III battened nail -on applications. "" Ponderosa Lenght = 17" TAS 112 Flat profile concrete roof tile with slate finish Concrete Tile Width = 12'/4" Type 3a equipped with two nail holes. For adhesive set, Thickness = %" Class III direct deck or battened nail -on applications. Ponderosa Double Eagle Lenght = 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile Width= 12'/," Type 3a equipped with two nail holes. For adhesive set, Thickness = %2" Class III direct deck or battened nail -on applications. Golden Eagle Lenght = 17" TAS 112 Flat profile concrete roof the brushed finish Concrete Tile Width =12 '/4" Type 3a equipped with two nail holes. For adhesive set, Thickness = %" Class III direct deck or battened nail -on applications. Trim Pieces Lenght = varies TAS 112 Accessory trim, clay roof pieces for use at hips, Width = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. NOA No.:16-0314.06 PSAPSOUDE CDl1NTY Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-00 1 -02-01 TAS 112 Aug. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec, 1991 Appendix II TAS .108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smqoth shank nails • • • • • • Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing • • • •AW.1994 • 1994 TAS 108 (Nail -On) ' •'; •' .... ...... Redland Technologies P09647-01 Wind Tunnel Testing .... . Aug. 1994 ; • • • • ; TAS 108 (Mortar Set) �••••� �••� ••••. The Center for Applied 94-084 Static Uplift Testing : Ua 1994 Engineering, Inc, TAS 101 (Mortar Set) ...... • The Center for Applied 25-7094-(2, 5, & 8) Static Uplift Testing � ;.Qgr.1994 • • • •' • Engineering, Inc, TAS 102 • . ; .... The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing 461995 Engineering, Inc. TAS 102 The Center for Applied 25-7214-(1, 5 , & 8) Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995 Engineering, Inc, TAS 102 The Center for Applied 25-7496-(1 & 4) Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996 Engineering, Inc, TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec, 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moments Due to Gravity Sep. 2006 ATL of South Florida RT1214.01-15 TAS-112 12/17/15 NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 3 of 9 3 LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A', Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. • • • • • • U 4.1 4.2 Table 1: Average Weight (W) and Dimensions (I x w ). ;' • • • • • Tile Profile Weight-W (lbf) Length-1(ftj lyk th w (ftj .*so Bel Air, Bel Air Double Eagle, Ponderosa, Golden 11.4 1.42 1.03 ,Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) A (ft3) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, Ponderosa, Golden 0.301 0.278 Eagle, Ponderosa Double Eagle Flat Tile Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 3":12" 401:12" 5":12" 6":12" Greater than Profile 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 4 of 9 INSTALLATION: •••;'• •••• •••••• Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eaglo,.Rwderosa Double Eagl Flat Concrete Roof Tiles and its components shall be installed in strict compliance -Mkk Roofing Application . • • Standard RAS If 8RAS 119 and RAS 120. • • • • • • • • 00 • • • • • .. .. Data For Attachment Calculations • •• ••••.• ...... . . •• Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" plywood) (min. 19/32" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2 #8 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip) Tile 1-10d Smooth or Screw 19.0 19.0 • • f Shank Nail Eave Clip)•• • •••• i •'W8 2-10d Smooth or Screw 35.5 35.5 "':" '1 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 • • . • 8Z,2 • Shank Nails Eave Clip)...... .. 2-10d Ring Shank Nails' 50.3 65.5 ; • • • • • 4C.3 1. Installation with a 4" the headlap and fasteners are located a min. of 2W from hdad of'tile. :...:. ' Table 5: Attachment Resistance Expressed as a Moment Mf (ft- f)' for Two Patty Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Adhesive' 31.32 Eagle, Ponderosa Double Eagle Flat Tile 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 13,9 grams. ICP Adhesives Polysetg) AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile ICP Adhesives PolyseW AH-160 118.93 ICP Adhesives PolysetIR) AH-160 40.44 3 Large paddy placement of 45 grams of PolyPrOTM. 4 Medium paddy pjacement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Sets 43.9 5 Tile -Tits Roof Tile Mortar. NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 5 of 9 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAGLE��' •••••• FLORIDA �..••: •.... ...::. (LOCATED ON UNDERSIDE OF TILE) • •' • • :' • • . ` ' OR •••••• • •• • ••••• .... . .. ...... . . . . ...... �••�•� EAGLE �••••� FL •• (LOCATED ON FRONTSIDE OF TILE) BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. OUNWE NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 6 of 9 PROFILE DRAWING Syr. r BEL AIR BEL AIR DOUBLE EAGLE • •.•.•. • NOA `o.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 7 of 9 PONDEROSA PONDEROSA DOUBLE EAGLE . . .... ...... • NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 8 of 9 GOLDEN EAGLE END OF THIS ACCEPTANCE ...... NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 9 of 9 MIAMMQADE � ` 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.eoy/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade CounCy Product Control Sectidd••:• (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to Iiave*tkis product or material tested for quality assurance purposes. If this product or material fails t � � in the � cce to � 0 0 0 p q Y p B' p R 1T�CfPJan � p d. manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, avodify, or : •' suspend the use of such product or material within their jurisdiction. RER reserves the rig�t•"revoke lhiseacceptanoa.• • if it is determined by Miami -Dade County Product Control Section that this product or matttr4 ails to:href the 00000 requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida $uildigg Cgde 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 Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'3 3/8" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Dual Pro 61' x 3'3 3/8" TAS 103 and A rubberized asphalt self -adhering, glass;RbCr/polye4g; • • • Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing me'rnbraik. Designad as a 0 Location #2 metal roofing and roof tile undejayment. • • • • • • • • • • Polystick Tile Pro 61' x 3'3 3/8" TAS 103 and A rubberized asphalt self-adheiiixg;glass:flbes✓polyester ur ur Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing mernbrme. Designed as a metgf • • Location roofing and roof tile underlaMIM: : • . • . • • • • • .. • • • • • 000 • • . Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self-adteilog;polyestef reinforced •, Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Iesigned as a:a roof tile *"• • Location # 1 & #2 underlayment. • • • • • • • • • • • • Polystick TU P 32'10" x 33 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 '/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. Elastoflex S6 G 32'10" x 3'3 3/8" 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 Aaency Test Identifier Test Name/Report Date Trinity I ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G 15 5 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-2 ASTM D 1623 ;...M/07/12 P37590.07.13-1 ASTM 136164 : .. 07/02/13"0:' P45270.05.14 TAS 103, TAS 110 & AS'):"PP 623 •,,,QS/12/14..„. P46520.10.14 ASTM D1623 ...:.. .10/03/14 P44360.10.14 TAS 103 & TAS 1 0• • % • • 1�0/07/ 1 4' 0' 0 : P43290.10.14 ASTM D 1970 & TAS•1W . 0?0/17/14•;•0. PLYG-SC10130.06.16-3 TAS 103 & TAS 11U:": :'. N27/1600" PLYG-10130.06.16-1 ASTM D1970 & TAS ". *06/27/16•*,:• PRI Asphalt Technologies PUSA-035-02-01 TAS 103 : • • 49/29/09 * •"' PUSA-055-02-02 TAS 103 •..•�; .102/10/0j••••; PUSA-089-02-01 TAS 103/ASTM D4798 & G155 '.: X/06/09 Momentum Technologies, Inc. JX201­17A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23138A 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. MIAMI•DADE COUNTY • BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated ; • • • • • • • • • Deck Description: Min. 19/32" plywood or wood plank " . • • • • • • • System Type E(2): ...... Anchor sheet mechanically fastened to deck, membrane adhered • •; • • ... . ...... • Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. .... . .. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at.a M"mum.4" h:ad lap4fox.' ..... base sheet only) •• •• •• •••••• Membrane: Elastoflex S6 G, hot asphalt applied . . . . % ' ...... Surfacing: See General Limitations Below. .... 0 . 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 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly cu ent 11WITIT Control.. Notice of Acceptance. • • • • • • • .. ... .. ...... 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Th *flashing talk"Nall be pressed in place and formed around the protrusion to ensure a tight fit. A second layerA,f•PolystiPjC slIall be ; • • • •; applied over the underlayment. 000000 ..... ...... .. . ..... .. .. . .. ...... GENERAL LIMITATIONS: • 1. Fire classification is not part of this acceptance. ;...;. ""'• 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polaycfick MTS Plus may used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems 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 MIAMI•DADE COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61 G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (U) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MTS.Plus with Dual Pro : •'rrplus .... Flat Tile Prohibited 4:12 6:12 6:12 5:12. • * O O & l 2 0 without battens • • • • • Profiled Prohibited 4:12 6:12 6:12 4:42.. .. 6:12 Tile without battens b tt •••• •• •••• 10. ...... .. . ..... The above slope limitations can be exceeded only by using battens in accordance with tke Appreve4-rile Systm:. Notice of Acceptance and applicable Florida Building Code requirements. When b4ttep3 re required, they shaH. 0000 be utilized during loading and installation of tiles. ...... 0 Care should be taken during the loading procedure to keep foot traffic to a minimum rid Io avoid droRping V•••: tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedf[M— 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. V a 0 N f��]Sr71[•7 MM NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES •.•••. PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPF�0I4APPLICA-EIONS. • • • • • • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECO1Vi1MI NDATIONSr ► • • • • • : • .•.... . • 1. Polyglass does accept the direct application of Polystick underlayment membranes to 461d decks: Zpst"allers a;e • .... . .. ..... cautioned to refer to applicable local building codes prior to direct deck installation to e"noure this Is acceptabl09000 . Please also refer to applicable Product Data Sheets of the corresponding products. . •' • • • : • • • • 000900 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage e(fe*Vain as per Polyglass ...... Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 5/8' met • •cis das • required in Miami -Dade County or simplex type nail as otherwise allowable in other ft46nq, at a lniwgium rajd • • •; of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area pars c ar" 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 Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). •••••• PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF Stf;f'IFjC APPJ, NATIONS**••* LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOA'Iil1 EfNDATIN&* 000000 • END OF THIS ACCEPTANCE •••.•• .... . .. ••••• ...... .. . ..... .... . .. ...... . . . . •••••• •• • • •• • • .. • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MAMl MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ICP Adhesives and Sealants, Inc. 12505 NW 441h Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tie right to have this prodxat,.. or material tested for quality assurance purposes. If this product or material fails to perform ?If the accexited*mpnner, the - manufacturer will incur the expense of such testing and the AHJ may immediately revoke, Modify, or stztptnd the*CsV • • of such product or material within their jurisdiction. RER reserves the right to revoke, leis acceptance, if x. is.. determined by Miami -Dade County Product Control Section that this product or material flils I0 meet 1 e'4equirem*ppls. of the applicable building code. ...... .. . .....' This product is approved as described herein, and has been designed to comply witht*he'Florida B `Tding 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. ra� NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® 30 & 100 N/A TAS 101 Product Descripti4D•:. Two component p4rathane 10* a> adhesive:. N/A Dispensing Equipm%U .. • ..... . N/A Dispensing Equipment• • PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test 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 @ -400 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 Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 f T7&194 •..... 01-6739-062b[l] ASTM E 84 .Ai n95 •, ...... .... ...... Trinity Engineering 7050.02.96-1 TAS 114 •,,,,• :••..: P36700.04.12 ASTM D 1623 ' ....' •43%14/96 : 0t4(18/ 12 P39740.02.12 TAS 101 •••••• • :02/21/12 ..;..' TAS 123 •• •• • •• •••••. . . . ' •0 Celotex Corp. Testing Services 528454-2-1 TAS 101 • :1(1113/98 """ 528454-9-1 .. . •••••• . .. 528454-10-1 . . . 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 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 maybe used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. . 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is i!e uirsd befdre applicati5tl• • • • of any adhesive. The mix ratio between the "A" component and the "B" component stillbe mainAlUdbetween 1.0-1.15 (A): 1.0 (B). ...... 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser*RTU 000 Of JCP• :00*0: • • • • • 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 minuses after ICP•Ad%esives . • • 0 � • Polyset ...... AH-160 has been dispensed. � • 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance wifh W . • 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap . Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal. • ; 17 grialwer bea •�: edge) 20-25 sq. inches each. ... '....• • bead •• ••• Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • • • • • • 34 grams u$der per... ...... .. . .....- .. .. . .. ...... LABELING: ' es 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 ControlApproveJ" o7 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 NAthmghplastkc•wwd PaddYl>�an•�thTima 1h�dRt�a`itt�ettl � n ,+' "t, -• 1011 tisatrts optiRnal n '--�;�``�,. .. Ea,v* Mow* �J Nall through pb!Ftk cemew (when regmdredj 101n,x`• rswl�tlen s aP4lanaI Rod4j tR4 OOthUloll LWOCIasurn Fascia NO through pU+aic o•n ("an ro4�+adF r ►+rtlR y . pxeldy WiFtrwthTtlol hH+ Uttans apthnat LW* mars* - 49 weedhok 14 irw'ti s Ell" closure Flat/Low Profile Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm') — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double p' U "nle "" • • • • • • ••.••• . •••••• 1. Starting at the eave coutv.AMly a Murligmm 2...... (50.8 mm) x 10" (254 raK�•x d" (25.4 mui) foarg. ; • • paddy onto the underlayment positioned A shows.... under the pan portion of the tf a closest -to the . • overlock of the tile being set.' :... ; . • • • • • • • ...... 2. Continue in same manner. Insure aN=rnately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL ## 2 Mail through piaskic omerit lwfiem mquiredl Paddy j6w*athTilt) a W q � 6aNtcm optionaN A Exwr{ewrrt"`�- ti � � F•sd« Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the the 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 strengthening rib closest to the overlot"tjie tile being set. • ...... .... ...... 3. Continue in same mannea adYre approxumtely ]•Q" • (64.5 cmz) - 12 (77.4 cmz)•sgm a inckadhes ive contact with the underside'di'the tile.• • • • • • .. .. .. . .. ...... Medium Profile / Double P$n Tilt • • • • • 1. Starting at the eave course,,4pAy a rroinii:wm 2" ( AO: mm) x 10" (254 mm) x 1" (25.4 mm) feztm 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) Nan though:pllastk to twhen required) 4 �� P.ddy 18en•atitTlle) dytfryi�trl .`~*� N,. Tin. 2 iM 'e Battens optional`` Bane cuum asuia wa.phd►u loin. 2an. tawtlaswe Drip edge High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, appt)� a rhinimufl? 2" 450.8mm7 • x 7 (177.8 mm) x 1 (25.4mm) foam pa dy ont5 he • underlayment positioned : Nown ug4er the pan: • • • • 00 portion of the tile closes?tA00overlpchAf'the ti": e • being set. • • • • • • • • • ..... • .. .. . 0000...... 3. Continue in same manner' I4Zs1¢e approximately 17" • a (109.7 cm2) - 19 (122.6 cm2) square "adhesive....• contact with the underside;Qf t%e tile; � � ; • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Kali through plastic cement Paddy (between tiles) (when required) battens optional " Paddy (under tile( ' Si le a ,r �of�"; 4 x 4 in.�`` unK single paddy'` on Urnde2 x 4 `t 2 in. Fistia Gave Glom re FlattLow Profile Tile Halt through plastic cement Single paddy under the (when required) paddy (between tiles) Battens paddy (under tile) (optional , . sheQntDp wd 4x4in. gg 2x4in ushnndeda�� on yme� to in.0 2 in. I Eave Closure Eave Course fascia Medium Profile Tile 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure • approximately 17-23 iq2 (1Q,9.7-14$.*ems) of ..•..• adhesive contact with t%e.dnderside vilbe tile • 69 2. Apply a 4" (101.6 mm)10V � 101.6:thmj x 1 " (R4 ... . ... .... mm) foam paddy onto tA; underlayment lust beiow • ...... .. . ..... the second course line �p;y'jOned ijol ,p'dddy ,::,: under the strengtheninj 64 for flat tilepor under tha' pan portion of the tile, closest to the underlock for - the second course tile ip be. bastallefl. Insure :0 0 approximately 8-9 in (If.648.1 cIL2I oiadhesrve 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 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Man through plastic 5ie paddy under Sle twhen required) Paddy4betw+een tiles) Battens optional 4 Paddy sunder tile! Single dy on '4.x 4 in. ShKfie 2 x 4 in pa an top at We Eave Corrse —. 3 da ► Weephole loin.. Eare dosure Ddpedge High Profit Tile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) sgiCwgj0rh adhesive contact with the xnderside of the tile at• • • • •• . •••• the head of the tile. Co"ilea in saltW.Wriner. • • • ; • • •••••• • • ••••• • • • • • 000000 • •• •••••• • •••••• • • • . . • •••••• 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 t) Place enough adhesive to achieve 6S to 70 sq. in. Steep pitch applications in contact with the pan tile. &In en required) 2) Turn covers upside down. Place adhesivto 1 in. from outside edge ofcover tile. Then install the tile. Ensure 20 to25 sq. in. contact area. Underlayment (motar shown) Fascia Board Remove top portion of the save course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. •••••• 2. Continue in same m;VUe bringing,tW pan . • courses up toward tha sidW. Insure. • -' ....:. approximately 65 (4404 cm2) — 70 (451.6 cr�2)•. •: square inch adhesive, M114pt wittUe%nderstde ' of the pan tile. • . • 00 3. Turn covers upside 4QT"gxposing the underside.' of the tile. Apply a ilinimiim 1"(25.4,mm) x.4Q::. (254 mm) bead of ajhes vj direc; on the inWjo.; edge of each side of tilt cover til:. I Faye • ' approximately 3/4" (19 mm) to 1 "13.4 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 cm') - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of�M4q R4402 govern the minimum requirements and standards of the industry for roofing system ins;allejiaps. Addtionally, the •. • •:. following items should be addressed as part of the agreement between the owner ant tWcon lractorief6e Qwner's • •. • initial in the designated space indicates that the item has been explained. 2. ►V Renailing wood decks: When replacing roofing, the existing wood #W deck *iV hove to • • • • • be renailed in accordance with the current provisions of Section R4403. (The omheck is usuallj • • • • • • • concealed prior to removing the existing roof system). 000000 • . • • • • • •••••• 4 I YVk-1 • 004, • •••.•• YYYY Exposed Ceiling: Exposed, open beam ceilings are where the underside of the j4:%cking• can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. Y'0—k-�!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 and R4413. �/ /'11 ►Duly Owner/Age ' s Signature Date W Q ?) 0-)e i' Do Property Address Revised on 7/9/2009 LD;07/01/2015; Contrac ur e Da e Permit Number