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RF-18-1607 Permit NO. RF-6-18-1'607 Miami Shores Village Permit Type:Roof 10050 N.E.2nd Avenue NW Waris Classification:Tile "'• ""'`" Miami Shores,FL 33138-0000 Per, I" t Permit Status:APPROVED Phone: (305)795-2204 FC RiDp` Issue nate:611212018 Expiration: 12/09/2018 Project Address Parcel Number Applicant 188 NW 98 Street 1131010260020 DAVID&DIANA MEJIA Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell DAVID&DIANA MEJIA, 188 NW 98 Street (305)494-6061 MIAMI SHORES FL 33150- 188 NW 98 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 2,200.00 T&S ROOFING SYSTEMS INC. 305/265-2654 _ _...... .._ Total Sq Feet: 164 Type of Work:Repair Available Inspections: r Additional Info:REPAIR TILE ROOF Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# RF-6-18-67896 DBPR Fee $3.75 DCA Fee $2.50 06/12/2018 Check*34705 $220.05 $50.00 Education Surcharge $0.60 06/12/2018 Check#:34609 $50.00 $0.00 Permit Fee-NeWRoof $250.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $270.05 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 a in .• thermore, I authorize the above-named contractor to do the work stated. June 12, 2018 Authorized Sig ature:Owner / Applicant / Contractor / Agent Date Building De artment Copy June 12,2018 1 ` Miami Shores Village RECEIVED Building. Department JUN 12 2010 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 CP �INSPECTION LINE PHONE NUMBER:(305)762-4949 FFBC20F9 BUILDING Master Permit No. `2 0 o. PERMIT APPLICATION Sub Permit No. F-IBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP _ CONTRACTOR DRAWINGS 106 ADDRESS: 7, RD i City' Miami Shores County: Miami Dade Zip: 3/s Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load.: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): fl.�r Phone#: 369 - OV-6c)6 ( Address: A/]� z Z?S AZjk) % /I S� City: %'///�l�1/l/ '�'hO re3 State: �lv' Zip: 72-? 2/,5;-o Tenant/Lessee Name: Phone#: :4-4` 5` Email: 4�'�t©i1 f 6v 5 G1Gri O©r Gd CONTRACTOR: ompany Name: Phone#: - Address: i City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: 13 2,fitq Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 2 j'7_0 Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace Demolition Description of Work: Specify color of color thru tile: W\VNi Submittal Fee$ Permit Fee$ 2S(3• CJS CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 27Q (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 AFFIDAVFT: 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. Signatu GtJ(QI[� `--� Signature OWNER or AGEN CONTRACTOR The foregoing instrume t was acknowledged before me this The foregoin instrument was acknowledged before me this l lt ay of 20 ,by / day of 20- by-------- who ywho is personally known to t who is personally known to me or who has pr duc d as me or who has pro uced as J identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC.- NOTARY PUB C: Sign: Sig Print: Pr nt: ; :� P G''•. DANIEL PEREZ "'•• Seal :_«� << �.. �r:i,; Seal:__ DANIEL PEREZ 1�. Notary Public Ua NotaryPublic -Stateof lorid Commiss;cn=GG 44759 9 n Commission:GG 44 My Comm.Expires Nov. 2 My Comm.Expires Nov 3.2020 �71, d APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 6/12/2018 Property Search Application-Miami-Dade County Y APPRAISER OFFICE OF THE PR 0" PERT ,< Summary Report Generated On:6/12/2018 r. pm Property Information Folio: 11-3101-026-0020 -- Property Address: 188 NW 98 ST �� " ��.w `,. .,,, _ ,. ' •:>,,. Miami Shores,FL 33150-1739 Owner DIANA MEJIA F DAVID ENRICO MEJIA - >r Mailing Address 188 NW 98 ST rs MIAMI,FL 33150 USA y PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ P y Primary Land Use 0101 RESIDENTIAL-SINGLE r ' FAMILY: 1 UNIT Beds/Baths/Half 2/1/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,185 Sq.Ft Taxable Value Information Lot Size 7,725 Sq.Ft 2018 2017 2016 Year Built 1951 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Taxable Value $235,305 $246,147 $247,747 Year 2018 2017 2016 -- School Board Land Value $169,767 $169,767 $169,767 Exemption Value $25,000 $25,000 $25,000 Building Value $115,538 $126,380 $127,980 Taxable Value $260,305 $271,147 $272,747 XF Value $0 $0 $0 City Market Value $285,305 $296,147 $297,747 Exemption Value $50,000 $50,000 $50,000 Assessed Value $285,305 $296,147 $297,747 Taxable Value $235,305 $246,147 $247,747 Benefits Information Regional Exemption Value 1 000 $50,000 $50,000 Benefit Type 2018 2017 2016 -- -- Taxable Value $235,305 $246,147 $247,747 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption j $25,000 $25,000 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School OR Board,City,Regional). Previous Sale Price` Book- Qualification Description Short Legal Description Page 03/23/2015 $360,000 29569- Qual by exam of deed 1 53 41 PB 42-59 4517 RESUB OF BLK 2 OF BONMAR PARK LOT 2 BLK 2 12/28/2012 $235,000 20334 Qual by exam of deed LOT SIZE 75.000 X 103 COC 24005-4060 112005 6 11/01/2005 $420,000 24005- Other disqualified 4060 08/01/2002 $0 20579- Sales which are disqualified as a result of 2742 examination of the deed 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: Section AB MIAMI•DADE Miami-Dade County HVHZ Electronic Roof PeCf "Delivering Excellence Every Day" TY Section A(General Information) c. opy Master Permit No: Process No: Contractor's Name: T AND S ROOFING Job Address: 188 NW 98 ST Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof ❑ Re-Roofing ❑ Recovering 0 Repair •••• ❑ Maintenance . • • .... ...... Are there Gas Vent Stacks located on the roof? ❑ Yes ❑✓ No If yes,what type! •D Natusar:© LPG • Roof System Information ' ••.••• Low slope roof area (ft. Steep Sloped area (ft.2) 164 Total (ft.z) !:•' "" ..... ... .. . ..... Section B (Roof Plan) ... • 00 00 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers an[!'oSertlow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets:. Perimeter Width (a'): Corner Size(a' x a')'E:=Aix • t RECEIVED ' Q o JUN 12 2018 > cnU cn a rc C")(001 W z C7 ❑ U Q z 0 U o o M a CL Q N m cn Tile Roof System MIAMI•DADE ,. K: Miami-Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: ENTEGRA ROOF TILE Notice of Acceptance Number(NOA): 16-0112.07 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): 31.3 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable(n/a)in the text box. ' Deck Type: --5/8" Plywood--_� Optional Insulation: " 0000 •••••• • - •• • 0000 • Optional Nailable Substrate:.•. '..' ••••:• 0000• • . ._.0000• Optional Nailable Substrat VttWhmerrt • •• •• ••• Roof Slope: "/12" ..... . . . . ....:. .000.0 Roof Mean Height: 15 ft. Basesheet Type: :....: 30 ASTM TYPE II • Method of Tile Attachment: '• • --Select Tile Attachment— _ Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1 1/4 RS NAILS 6" OC AND 12" FIELD Tile Underlayment(Cap Sheet)Type: 3"face 26 a.-- TILE SEAL Drip Edge Size&Gauge: -- 9 - Tile Underlayment Attachment Method: Drip Edge Material Type: --Galvinized Metal-- SELF ADHERED Drip Edge Fastener Type: 1 1/4 RS NAILS Tile Profile: BERMUDA FLAT TILE Hook Strip/Cleat gauge or weight: --Select Hook Strip-- Section E MIA[41-111aMI-DADE Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" 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 2, .205 = 8.01 Mg: 6.97 =Mr1: 1.04 < 31.3 NOA Mf P 2: 68.1 x X .205 = 13.96 -Mg: 6.97 =Mr2: 6.99 < 31.3 NOA Mf P 3: 100.7 X 2, .205 = 0.64 _Mg: 6.97 =Mr3: 13.67 < 31.3 NOA 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 greater than or equaI3.thee Fr values,for each area of the roof,then the tile attachment method is acceptable. • • • • Y09• 0000•0 P1: X1:�= Xw:�= -W:�=® XCos 0: =Fr1: ••.: WOAF' :99990 99.90• P2: X1:�=�Xw: =O -W: = XCos 0: =Fr2: ••• < '• NOAF' 99.9•• 0000•• 99 • 0099• P3: X1:�=® Xw:�=® -W: = XCos 6:r=Fr3: .. : N?)AF ' 999±.• • • • 0 • • • • 99.999 •9.99. Where to Obtain Information to complete tile calculations: :•909: 9• • 90 9 . 9 00 0 •• 9 Where to Find Description Symbol 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 A Job Site Aerodynamic Multiplier X 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) I=length Tile Dimensions w=width Product Approval(NOA) MIAMI-DADE COUNTY MIAMI 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) kvmv.mia"dade.gov/economy Entegra Roof Tile,LLC 1289 NE 9`b Ave Okeechobee,FL.34972 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(in Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is 4�t;.Vnined by Miami-Dade County Product Control Section that this product or material fails to meet the requireuients of l4e applicaW.•o• building code. g.•' : .... .' This product is approved as described herein,and has been designed to comply with the Florid&lg�gilding G"o'�e includi$b"' the High Velocity Hurricane Zone of the Florida Building Code. :0000: eggs • .o.0. DESCRIPTION: Bermuda Concrete Flat Roof Tile •oogg• J0 Co 000.0' •• •e • 00 goose* LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd,04itj, state and following so statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein* 0 :000:0 '°"" g s . . • 0 . 0••s.• RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bei %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. 14-1120.06 and consists of pages 1 through 6. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMi•nAoe couNTY NOA No.16-0112.07 �cl .. . o � Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile,LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in the locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Entegra Flat Tile Length= 16" TAS 112 Flat profile,interlocking,high pressure extruded Width= 10" Type 3a concrete roof the equipped with two nail holes. Class III For mechanical,mortar or adhesive.sel. applications. . ' . .... ...... Trim Pieces 1=varies TAS 112 Accessory trim,concr&8 roof piece%fit use at .. .. ... . ...... w=varies hips,rakes,ridges anva e�terminations. varying thickness Manufactured for each4le�rofile 0• •••• ...... .... . ..... 2.1 MANUFACTURING LOCATION ...... .. . ..... 1. Okeechobee,FL „�„• •• ,• 2.2 EVIDENCE SUBMITTED • Test Agency Test Identifier Test Name/Report '• .Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) The Center for Applied Engineering, 94-084 Static Uplift Testing May 1994 Inc. PA 101 (Mortar Set) The Center for Applied Engineering, 94-060A Static Uplift Testing March, 1994 Inc. PA 101 (Adhesive Set) The Center for Applied Engineering, 25-7094-2 Static Uplift Testing PA 102 Oct. 1994 Inc. (4”Headlap,Nails,Direct Deck,New Construction) The Center for Applied Engineering, 25-7094-8 Static Uplift Testing PA 102 Oct. 1994 Inc. (4" Headlap,Nails,Battens) The Center for Applied Engineering, 25-7094-5 Static Uplift Testing PA 102 Oct. 1994 Inc. (4" Headlap,Nails,Direct Deck, Recover/Reroof) The Center for Applied Engineering, 25-7183-6 Static Uplift Testing PA 102 Feb. 1995 Inc. (2 Quik-Drive Screws,Direct Deck) NOA No:16-0112.07 MIAMIOADE COUNTY Expiration Date:06/07/21 Approval Date:02/25/16 Page 2 of 6 2.2 EVIDENCE SUBMITTED Test APtency Test Identifier Test Name/Report Date The Center for Applied Engineering, 25-7183-5 Static Uplift Testing Feb. 1995 Inc. PA 102 (2 Quik-Drive Screws,Battens) The Center for Applied Engineering, 25-7214-1 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik-Drive Screw,Direct Deck) The Center for Applied Engineering, 25-7214-5 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 1I PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied Engineering, Project No. 307025 Wind Driven Rain Oct. 1994 Inc. Test#MDC-77 PA 100 •••• Atlanta Testing&Engineering, Inc. R1.894 Physical Propert=es .•• ••At& 19911"•;' R2.894 PA 112 R3.894 ...... .. ...... Professional Service Industries,Inc. 395-40011-1 Physical Propertie`s,,,• F•eb 2001.... PA 112 ..... Celotex Corporation Testing Service 520109-1 Static Uplift Testing... .. Llec. 1998.:..' 520111-4 PA 101 •••••• Celotex Corporation Testing Service 520191-1 Static Uplift Testing,•; March 1999 •, PA 101 ;0••;9 •••••' Walker Engineering,Inc. Calculations Aerodynamic Muldpliar. March 2004...: Walker Engineering,Inc. Evaluation Calculations 25-7094 •*0-feb 199b Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 25-7804b-8 1996 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Restoring Moment,Mg March 2004 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05/06/08 American Test Lab of South Florida RT1210.02-15 TAS 112 12/17/15 NOA No.16-0112.07 MIAMI-DARE COUNTY Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 3 of 6 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 may 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 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. 4. INSTALLATION 4.1 Entegra`Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County 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 ) 0000 Tile Profile Weight-W(lbf) Length-1 (ft) ; Widthwv (ft) ••• ;• Entegra Flat Tile 9.7 1.33 •••• ••X33 •• ;• Table 2: Aerodynamic Multipliers -X(ft) •••••• ;•••;• • Tile % (ft3) ...... (ft3 ..: .' Profile Batten Application DirQct deck dpp�ication.•• .. Entegra Flat Tile 0.189 • 0.205 • Table 3: Restoring Moments due to Gravity- M9 (ft-lbfj '•• •' Tile 3":12" 4":12" 5":12" 611:12" Grea er than Profile 7":12" Entegra Flat Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35 NOA No.16-0112.07 MIAMI•DADECOUNTY Expiration Date: 06/07/21 Approval Date:02/25/16 Page 4 of 6 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 15/32" plywood) (min. 19/32" plywood) Entegra Flat 2-10d Ring Shank Nails 30.9 38.1 17.2 Tile 1-10d Smooth or Screw 7.3 9.8 4.9 Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip 2-10d Ring Shank Nails' 50.3 65.5 8.3 1 Installation with a 4"the headlap and fasterners are located a min. of 2'/"from head of the • • ..0096 0. . 0000.0 Table 5: Attachment Resistance Expressed as a Moment Mf#60314 for Two Patty Adhesive Set Systems 4,00000 • 0000.. Tile Tile Application Minimum AtUVjjmentt2egistancp.; .9 Profile0 • .. .. . .. ***Doe Entegra Flat Tile Adhesive :" 3.33 2 See manufactures component approval for installation requirements. •••••• • 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. ••• •• 31VI' 2-Component Foam Roof Tile Adhesive AH-160. Average weight per patty 8 grams. •..•.• Table 6: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Entegra Flat 3M- 2-Component Foam Roof Tile Adhesive AH-160 118.94 Tile 3W 2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large paddy placement of 45 grams of 3M'' 2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams of 3M- 2-Component Foam Roof Tile Adhesive AH-160 NOA No.16-0112.07 MaMi•oane COUNTY Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 5 of 6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved". ENTEGRA FLAT TILE LABEL(LOCATED ON UNDERSIDE OF TILE BUILDING PERMIT REQUIREMENTS: As required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. PROFILE DRAWING ENTEGRA"FLAT" CONCRETE ROOF TILE • r- 16" _I • • • • ...... .. . ...... .... . ..... ...... .. . ..... • 10' • FIELD TILE • • • —16' -+ 10" THICK BUTT TILE END OF THIS ACCEPTANCE NOA No.16-0112.07 MIAMI-DAD'COUNTY Expiration Date:06/07/21 Approval Date:02/25/16 Page 6 of 6 MIAMFDADE MIAMI-DADE COUNTY �W 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 Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke tIA11cUptance, if it is determined by Miami-Dade County Product Control Section that this product or mat©rialofails to mee* fMe 0 0 0 requirements of the applicable building code. 00.0�0 0 000000 . 0000.. This product is approved as described herein, and has been designed to comply with the Flcjrj0AB gilding Code 9 including the High Velocity Hurricane Zone of the Florida Building Code. 0900 9 9 0000.. 0000.. 0000 9 DESCRIPTION: BORAL TileSeal .99999 :000. . . 0000. 99 99 0 99 999... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo:crty� tate and following0 statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein, :00496 0 0 9 00 0. 009009 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has be"o"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 renewes NOA#13-1113.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Freddy Semino MIAMMADE COU NOA No.: 17-0530.10 �Fj.,.tgml Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36"x 36'rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72' rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH ease EVIDENCE SUBMITTED: •....• ...... Test Agency Test Identifier Test Name/Report " .".*Date '. ...... 00 a 000.00 Underwriters Laboratories,Inc. R14610 Follow up Service ...:.. 403/28/02. IRT-Arcon,Inc. 02-012 TAS 103 .•e e :e.(1128/02' .... . ..... PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 •••e.• •• 01/01/02. V/30/02'**':*9000 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) •• e e e b'1/30/02'•*':e PRI Construction Materials NEI-045-02-01 ASTM D 4798 &ASTM Q 155 :..qfJ08/07•... • Technologies,LLC. NEI-053-02-01 ASTM D 4798 &ASTM Q 15.5 . 05/01/08;....; NEI-076-02-01 TAS 103 /ASTM D4799• a .•e 49%14/11• • NEI-034-02-02 ASTM D 1970 ee 01/29/13 M1AM1•DADE COUNTY Expiration No.: 17-0530.10 � Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6"o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. . . .... ...... ...... .. . ...... .... . ..... ...... .. . ..... .. .. . .. ...... . . . . ...... •• . •• • so 0 MIAMMADE COUNTY NOA No.: 17-0530.10 � Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and diy surface with deck flee of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point,rolling.11*0ftmbrane from the center outward in both directions. For ridge applications, center the membrAhe a4d roll frbm the cenfe'r":' outward in both directions. •• • •••• • ...... .. . ...... 12. Roll or broom the entire membrane surface so as to have 100%contact with the surfac*-0ii�ix>,g special zttentionto overlap areas. •••• 13. Flash ventpipes, stacks, chimneys and penetrations in compliance with Roof Assembl %current Product Control: 0000 00000 000 .. .. . .. Notice of Acceptance and applicable Building Code. ...... 14. All protrusions or drains shall be initially taped with a 6"piece of underlayment. This targateliece shall-be pressed . in place and formed around the protrusion to ensure a tight fit. A second layer of B04AL TtleSeat Wp i:: layment•••• shall be applied over the underlayment,and sealed using an SBS modified mastic. ;.099; 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Buildjg�bde and Rule 61G20-3 of the Florida Administrative Code. 16. 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 ...l 1 UK END OF THIS ACCEPTANCE bDADE COUNTY NOA No.: 17-0530.10 M1AM SII' �' Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 4 of 4 MIAMI-DADE COUNTY MIAMI PRODUCT CONTROL SECTION lia11805 SW 26 Sheet,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.Qoy/economy ICP Adhesives and Sealants,Inc. 12505 NW 44'Street Coral Springs,FL.33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset®AH-160 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or lo;o, oa?}, state Ina*following::• statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. • 000 000 000000 0 RENEWAL of this NOA shall be considered after a renewal application has been filed and.tbue has been iao chantls•'•: in the applicable building code negatively affecting the performance of this product. •.••.• :**000 ••••• 0000.. :0 . 9600. TERMINATION of this NOA will occur after the expiration date or if there has been aerevision or•ch ige in thC••;• materials,use,and/or manufacture of the product or process. Misuse of this NOA as an enddr We$t of any product,for '. sales, advertising or any other purposes shall automatically terminate this NOA. Failure to`comply with'-arty section ol••• this NOA shall be cause for termination and removal of NOA. ••••• •• • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 MIAMI•UADE COUNTti' Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low, and high profile roof tile systems using ICP Adhesives Polyset®AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30& 100 PRODUCTS MANUFACTURED BY OTHERS: .... Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current I'JA.,%ich lisf atTachmenf .. . .... resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. • ...... .. . ...... MANUFACTURING LOCATION: • 1. Tomball TX. ••�• •�•�• ...... .. . ..... .. .. . .. ...... PHYSICAL PROPERTIES: •••••• •• . . . . ...... Proper 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 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 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 1e/1$7968 . . .... ...... 520109-2 • 520109-3 ' ...... .. . ...... 520109-6 520109-7 •���•� 520191-1 TAS 101 •••••� 0�%02�99 ••••• 520109-2-1 •••'•' ""' .. .. . .. ...... LIMITATIONS: ' . . . . ...... 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Asser$bly.ft fire i'iating. :....: •• • •• • 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 MIAMI•DADECOUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset,AH-160. 2. ICP Adhesives Polyset®AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset®AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc.ICP Adhesives and Sealants,Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the"B"component shall be maintained between 1.0-1.15 (A): 1.0(B). 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 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. .... . . ..1. 0000.. .. 0000 0000.. 0000.. 0000.. 0000 0 .0100. 0000 . 0010• 01.00. 00 . 0010• .. .. . .. 0000.0 0000.. 0 1 0 . . . . 0.0 0000.. 100 . ...1.. 00 1 .. 0 so 0 NOA No.: 17-0322.03 MIAMI•DADE COUNTY 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 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All 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. •••• . . 0000 0000.. 0000•• •• • 0000•• • 0000•• • • • BUILDING PERMIT REQUIREMENTS: ..••.. 0000 0000.. As required by the Building Official or applicable building code in order to properly evaluate t�,ijVtallatiop o�this ,.0.,• system. ••••.• . 00.0 000000 •0.•.• 0 . . . 0 . 0000.• 00..00 . • ...... .. • •. . • • . • . NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 �Fj...l �� Approval Date:04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 Ma through plastic Ccrrwnt Paddy04msl»hTik) Flat/Low Profile Tile yrrqulredp, :rti� �:i It 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam `4 paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. Datum Wtional EaueCoarsa {r: ' , 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23 (148.4 cm2) square inch adhesive ,R,+� r. ✓ contact with the underside of the tile. Ee4aCleftlbs.._,,,,, Medium Profile/ Double Pan Tile Mail through libstpc cemere ixrh�ia rrquir pudd gaarorithTISO 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam ` -��"" . '• �I paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Batt!+tis op+llomai (J �` >$ 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23 (148.4 cm2) square 4M adhesive contact with the undersite aftke tile. • Wil_ •••�•• •• • •••••� r+ry: �' r•« Eava{Kure •••••• • • • ''F3YY091f3e"= �" •••• • • • • - ''—Fascia • • •••••• •••••• •• • ••••• • • • • e OW IWPO t,pl•nic High Profile/Single Pan We •• • '• •""' P+ddilFl 96006410 • •' t Tom ,r f i ' • • • ••••i• 1. Starting at the eave course,apply a n;%imZon 2„ (50.8 mm)x 10 (254 rrh j;If(25.3 foam •••• ;� ::,• �= ��, � ;, ;• �. paddy onto the underlayment positioile.d ag 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 OlYl6:ra3i f-':3 a •S:s't,� �`ti„” e fit,'"`f rr' 2 2 •- �$ ' �., s�� r (109.7 cm)—23 (148.4 cm)square inch adhesive • , '# lip. contact with the underside of the tile. _ €sa+e Coursc •:�-�. ®. `;1�,.+� +_ ' '` Fascia --- ��!x' 14sep ore 10 in` in. rl edge IL `'sy.. �:� ems• p NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 � Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 `?i1i'II}r'baiyFsplai7+cteiit&jjt P+9yI4'a+wf!lilt] Flat/Low Profile Tile y`rh n fl9ui74�! ; UIA 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 ~` ., �- :-s •. strengthening rib of the tile closest to the overlock of Fm the tile being set.Insure approximately 17(109.7 cm'-) z w 23 (148.4 cm2) square inch adhesive contact with the BatWnsopbla"al ` ;.• f underside of the tile. AL14L 2. At the second course,apply a minimum 2" (50.8mm) » » _�• �,�. �,�,,� y t ,_,-• fascia � x 7 (177.8 mm)x 1 (25.4 mm)foam paddy onto the 2�� underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12(77.4 cm2) square inch adhesive contact with the underside of the tile. i�Milrrvuphpl•ssictrenrn► Medium Profile/Double Pan Tile yY!}ISA Ry+11R�! 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foo"j).addy onto the underlayment positioned as shd` Bader the..... pan portion of the tile closest.to tie overlok of the .` tile being set.Insure approxi�mgteiy 17 149 7 cm2)-9••• • ' a"' in. `�,, � 23 (148.4 cm'-)square inch td1Vttve contact with th4 • underside of the tile. 2. At the second course, apply,�•r mmume2 iO. muni..... x 7"(177.8 mm)x 1"(25.4"j�Lj foampadcly onto the .• o.,,,cis,,,,. underlayment positioned a:shdwt under the,pan .•.... portion of the tile closest to,the overlock otlte the - being set. •• 0 0•• • • •• • 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on nextpage) MIAMI•DADE COUNTY NOA No.: 17-0322.03 � , Expiration Date: 05/10/22 Approval Date:04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) aaf�ttaLL$i,pt�sce�r�... Hi h Profile/Single Pan Tile rKtes rou�ired� ! P.ddg lRr�h-noI g g . 1. Starting at the eave course apply a minimum 2"(50.8 mm)x 10"(254 nun)x 1"(25.4 mm)foam paddy ? e•s..+4-`� 'til-'`y, 4`L'., Ate_`-, r' `*•,- onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set.Insure approximately 17 (109.7 cm2)— 7 2In: ` +�` � - 23 (148.4 cm2) square inch adhesive contact with the stens gpoanal ,f -- - .r` f; ' underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) h Eave�+auaxs 4' 4 ' Eax�a x 7"(177.8 mm)x 1"(25.4 mm) foam paddy onto the iYt.phf underlayment positioned as shown under the pan toEn` ai, r .},;jEartc[�s�mr portion of the tile closest to the overlock of the tile [blip edge being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19(122.6 cnr) sgt are inch ad9lesive ••••;• contact with the underside orthetile. '• ...... .. . ...... .... . ..... ...... .. . ..... .. .. . .. ...... . . . . ...... . . . . ...... .. .. . NOA No.: 17-0322.03 MIAMI-DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 mail throughplasticcernent Paddy(between iiles) lvrhenrequiredl a 1. On the cave course only, apply a minimum 2" (50.8 Battensoptional mm)x 10" (254 mm)x 1" (25.4 nun)foam paddy +� Paddyiunderale) onto the underlayment positioned as shown,under 4>t 5i0 addy � the strengthening rib for flat the or under the pan • portion of the tile for low or high profile tile closest to the overlock of the tile being set.Leave _ U41n, iepadr :.,-, approximately 4"(10 1.6 mm)up from the cave single Paddy URB ��l edge free of foam to prevent the expanded adhesive anandectayment 2 x4in. from blocking the weep holes. Insure -:� approximately 17-23 int(109.7-148.4 cm2)of • �_ �o In ,, ,; adhesive contact with the underside of the tile . �2in. rascia ~�-FA"e C1°Sure 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x V (25.4 mm)foam paddy onto the underlayment just below i laMowProftieTile the second course line positioned foam paddy under the strengthening rib for flat tile,".under the NO through plastic cernent Singlepaddyundeetile pan portion of the tile,closest to the tw6la lock fox..... Iwhen requUed) Paddy)beton yes) the second course tile to be installed. impTe .• approximately 8-9 in'(5?.60j58.1 cm)'Mf adhesive••• • Battens Paddy[ander ti7el, contact with the undersfcdedf the tile. • :090• ptkmat •••• • • • • Y •••••• •• • ••••• �t�' `* `__ (Instructions continued on r t gage)on to •••• •••••• ^t-4Y4in. ^...� •••••• • • 2:din �.. - • • • • sinql�paddly an unddeerrllaaymcart � • . . • • 10 in. •• • Eave Unsure Eave Course fascia Medium ProtlleTile NOA No.: 17-0322.03 MIAMI•DADECIDUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) lwlailthrougfiplasticoe �nglepaddyunderlile i�enrequlred) 3. Also apply a 2"(50.8 mm)x 4" (101.6 mm)x /4" atiadtly-ll�et,�eenc�l�l (19 mm)paddy on top of the eave course tile Battens + surface as shown,on top of the strengthening rib optional • i" paddy[undeiUle} .,� ,r for flat tile or on top of the pan portion of the tile, rr closest to the underlock of the first course of tile. r Simglepaddy e, Install second course of tile.Insure approximately onunderiayroen xain. 'J `- 9 (58.1 cm2)- 11 (71cm2) square inch adhesive �k4'�. contact with the underside of the tile at the overlap Single 274 n. `�:i% r and 7 (45.2 cm2) -9(58.1 cm2) square inch ttopofnle '': adhesive contact with the underside of the tile at >;�`�,, the head of the tile. Continue in same manner. r• � i} Ewe Course _ Fasda Weephole 10;n. in.. Z fave dawre Dripedge tilgh Profile Tile •..• ...... .. . ...... .... . ..... ...... .. . ..... .. .. . .. ...... . . . . ...... NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 F-game � Approval Date:04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan) Tile 1. Starting at the eave course,apply a minimum 2" 1)P)acactwit thepanvetoachieve65to70sq.in. Steenrequch red)applications 50.8 mm x 10" 254 mm x 1" 25.4 mm foam )n contact with the pan tile. !when required) ( ) ( ) ( ) 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as to!in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25sq.in.contactarea. -,>- ° tiles from rocking until adhesive has a chance to Underlayment Cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure '= l approximately 65 (419.4 cm2)–70(451.6 cm2) square inch adhesive contact with the underside ' v •' -� Sheathing of the pan tile. Eave closure t = (motarshown) 3. Turn covers upside down exposinj liho underside weephole Fascia Board of the tile.Apply a mtinIn 1"(25-4 nmm)x 18'1•••• (254 mm)bead of adhe%lve tlirectlytfr=tlle inner •, Remove to portion of the eave course cover tile.Abut to second course of •••• • • see*** p p edge of each side of e cav r tile.Dave pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. • ••• approximately 3/4„(l�mmf to 1„(25• •.4 mm) ......• Two Piece Barrel-High Profileriile from the outside edge•gl �e•tile,iijwa4,•fiee o • ..... foam to allow for exp"js o . • .. .. . .. ...... 4. Turn cover tile over aierrfoam is applied and .• place onto pan tile course. Insure I minnnum of••••• 20(129 cm2) -25 (16:.3 ctn2) square inch ;•••• contact area on each siN oAhe covtf tile.to the • pan tile. Continue in same manner.'frim 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 MIAMI•DADE COUNTY NOA No.: 17-0322.03 I- ,s t Expiration Date: 05/10/22 Approval Date:04/27/17 Page 11 of 11