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RF-18-3352Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address L - Imfu' issue Date:11/08/2018 Parcel Number 11300 N MIAMI AVE, Miami Shores, FL 33168 1121360000040 Contacts Permit NO.: RF-11-18-3352 Permit Type: Roof Work Classification: Tile Permit Status: Approved Expiration: 04/30/2019 BARRY UNIVERSITY INC Owner NATIONS ROOF SOUTHERN FLORIDA, LLC Contractor 11300 NE 2 AVE, MIAMI SHORES, FL 331616628 RICHARD NUGENT 3772 NW 126 AVE, CORAL SPRINGS, FL 33065 Business: 7545298905 Description: NEW TILE ROOF PER CODE Valuation: $ 7,635.00 Inspection Requests: 305.762.4949 Total Sq Feet: 450.00 Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $1.60 Roofing Fee $200.00 Scanning Fee $12.00 Technology Fee $6.25 Total: $280.90 Payments Date Paid Amt Paid Total Fees $280.90 Credit Card 11/01/2018 $50.00 Credit Card 11/08/2018 $230.90 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 FF AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ruc ' ing. Futhermore, I authorize the above named contractor to do the work stated. ,f /I Authorized ignature: Owner / Applicant / Contr for / Agent Date November 08, 2018 Page 2 of 2 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Miami Shores Village's i Building Department EBY: 11o1� �' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 79 } INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20(0 � Master Permit No. � 1�"I dROOFING Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP .,CONTRACTOR DRAWINGS JOB ADDRESS: PUOLW v City: Miami Shores County: Miami Dade - Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): L Y - Phone#: Address: 11,36V bw aNb A% W.A SL City: M ,t 0- 164 J S K. !Sk I State: _ Zip: ?'S 13 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: l E004" P1 [i Phone#: ,%�✓ U / 17 Address: JKLUL_ 1 II � 56�0 City: State: l.� - Zip: Qualifier Name: 2 Phone#: :4'" State Certification or Registration #: CCCertificate of Competency #: DESIGNER: Architect/Engineer: N Phone#: Address: !! -- City: -State:`' t� Zip: Value of Work for this Permit: $ , W 3�o Square/Linear Footage of Work: '''I V Type of Work: ❑ Addition ❑ Alteration ❑ New _ N ►► Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: 1.�-1 Y bt_ U Submittal Fee $ �hn' cz Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revised02/24/2014) CCF S DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ 5 Vd ' I�y� C� TOTAL FEE NOW DUE $ eZ 3' t Q ::43 0 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 o reinspection fee will be charge Signature OWNER or AGENT The foregoing instrument was acknowledged beforemethis day of ��"rtl''Yt n 20 1 O by LW V �SE �� 1 U AU who is personally known to me or who has produced identification and who did take an oath. NOTARY PU as d. Signature v CONTRACTOR The foregoing instrument was acknowledged before me this _ day of u- �ti/ 20 J' by L 1'lfi �d %yuG2�1 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: ,fir �NutA*y r ubr,G �pIG� Of RIor1A� Sea Jafky 1 3 Seal: p01BWc My Commission .1 166461 Expires 1 "!i 2n?1610 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) master Hermit No. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) 1 Process No.I� 1 1 Contractor's Name da�UV t S Job Address 1AA_ 1 Aljp W f i&k �� 1 C01AA_`1 1 1 ❑ Low Slope ROOF CATEGORY ❑ Mechanically 1 Fastened Tile L9' Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles O Metal Panel/Shingles— ❑ Wood Shingles/ShAss e % ❑ Prescriptive BUR-RAS 150 •..••: ....•1 •••••• ROOF TYPE • 13 New roof ❑ Repair ❑ Maintenance Reroofing .00'0 •O Recoverin•g • • • • •� ROOF SYSTEM INFORMATION •••• •••• • • • • .... ..... Low Slope Roof Area (SF) �"' Steep Sloped Roof AREA (SSF;� .... ,'otal (SFgL • • • • • �• .000:0 .. .. . .... . Section B (Roof Plan) • • • • y• Sketch Roof Plan: Illustrate all levels and sections, roof drains. scunners. nvPrHnw sci,nnarc anH r.,,nl►il.,u,'t��!L.� t. t.. , a: ! .� _ l� AM FLORIDA BUILDING CODE —BUILDING, 5th ED1TI0 4)VRfs 15 37 Copyright to, or licensed by, ICC (ALIERIED J, sed by Ertezer Palado on Jun 8, 2015 10:32:12 AM pursuant to license Agreement. No further reproductions authorized. ® Premium Report EAGLEV1EW 7/16/2018 Total Line Lengths: Valleys = 0 ft Flashing = 0 ft Ridges = 8 ft Rakes = 90 ft Step flashing = 0 ft Hips = 0 ft Eaves = 16 ft _ Parapets = 0 ft 22 N w E S Note: This diagram contains segment lengths (rounded to the nearest whole number}over 5.0 Feet. In some cases, segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9). © 2008-2018 Eagle View Technologies, Inc. and Pictometry International Corp. —All Rights Reserved —Protected by European Patent Application No. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 4 lZ>-EAGLEVIEW` IMAGES East Side West Side Premium Report 7/16/2018 ...... . ...... .... .... . . •••••• • • ••••• •• •• • •••••• • • • • • • • • • • • •• • •• • • • © 2008-2018 Eagle View Technologies, Inc. and Pictorttetry International Corp. —All Rights Reserved — Protected by European Patent Application No. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 3 R."KIRKWO STUDENT Lil ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: nip_" Notice of Acceptance Number. S— Minimum Design Wind Pressures, If Applicable (From RAS 127 or C Iculations): P1: ?9 . l P1: ` (Db' r _ P1: fY Deck Type: Type Underlayment: Giese. Roof Slope: 1 .' Insulation: ...... .... .... . . Fire Barrier: •••• •••• •Joe. r �1 0090 Ridge Ventilation? Fastener Type &Spacing: � }�1 •�y. a Adhesive Type: .� }� l 4 �p :less: . ,11 Type Cap Sheet:-Lf� ra� Tl i Mean Roof Height: I Roof Covering: �tG( 04 Type & Size Drip Edge: 1 1 �plit 0.C_. FLORIDA BUILDING CODE -- BUILDING, 5th EDITION (2014) 15.39 11,11 I 1 ' Copyright to, or licensed by, [CC (All. RIGHTS RESERVED); accessed by Eliezer Palacio on fun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1:� x �,IM= �.3f3 - Mg: = Mr, Product Product Approval M, Mg: = M,, Product Approval M. (P3'!10k4%21f =2L& - Mg: �= M,, Product Approval M, Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below Product ADDroval M. M, required Moment Resistance' , Mean Roof Height Roof Slope 15' 20• 25' 30, 40' 2:12 34.4 36.5 38.2 39.7 9 0 e 0 •42.2 3:12 32.2 34.4 36.0 37.4 ,, ' 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 0 0' 0 ,34.9 ; 6:12 26.4 28.0 29.4 30.5 • e e • 932.4 7:12 24.4 25.9 27.1 28.2 30.0 • e • "Must be used in conjunction with a list of moment based tile systems endorsed by the Broward CQVRty:Board of j2uos and ;""; Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1:_ x L _ x w: = ,) - W: x cos E) _ = F„ Product Approval F' (P2:_ x L _ _ _ x w: = - W: x cos 0 = F2 _ Product Approval F (P3:_ x L _ = x w: = __) - W: x cos 0 = Fr, ____ Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product"Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 FLORIDA BUILDING CODE - BUILDING, Sth EDITION (2014) 111,11111111 1 I 1 1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized ��eamt�riur , Florida Department of MIMI®' t �oRm' Environmental Protection Regulatory and Economic Resources Air Quality Management Division Division of Air Resource Management 701 N.W. 1st Court, 2nd Floor NOTICE OF DEMOLITION OR ASBESTOS RENOVATION Miami, Miami, Florida 33136 TYPE OF NOTICE (CHECK ONE ONLY): ❑ ORIGINAL ❑ REVISED ❑ CANCELLATIO I� TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION ❑ ROOFING IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ❑ YES ElNO ���iii O IF RENOVATION: NOV 0 1 2013 IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES ElNO File # !l IS IT A PLANNED RENOVATION OPERATION? ❑ YES ❑ NO Process #AiF Otlality I. Facility Name Management Address '�- J 7 •y: lVISiQn City i7!ir'"C 1 State Zip County Site Consultant Inspecting Site Building Size (Square Feet) # of Floors Building Age in Years Prior Use: ❑ School/College/University ❑ Residence ❑ Small Business Other Present Use: ❑ School/College/University ❑ Residence ❑ Small Business Other II. Facility Owner Phone ( ) Address City State Zip :a••:• III. Contractor's Name Phone ( i ) • • • • • • • • i • •• • • • • Address •••••• • City State Zip 069000 • • • ' Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES ❑ NO 0000 0000 • IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) • • • • • * 9 0000 • • • • • a Asbestos Removal (mm/dd/yy) Start: Finish: Demo/Renovation (mm/ddFyyt*P* • Finish: 000eo •--jai••• V. Description of planned demolition or renovation work to be performed and methods to be employed, including M mARion or renovation tech nigQeStq• be used and description of affected facility components. �••;•: • 0- Procedures to be Used (Check All That Apply): • • • • : • • • • ❑ Strip and Removal I ❑ I Glove Bag ❑ Bulldozer I ❑ WreckiNgqd1l • ❑ Wet Method I ❑ I Dry Method ❑ Explode ❑ Burn Down OTHER: VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name Phone( ) Address City State Zip Vill. Waste Disposal Site: Name Address ° J 1 City �� ! State Zip IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and Category I and II nonfriable ACM. Amount of RACM or ACM* square feet surfacing material square feet cementitious material linear feet pipe square feet resilient flooring cubic feet of RACM off facility components square feet asphalt roofing *Identify and describe surfacing material and other materials as applicable: This is to certify that the required notification(s) regarding asbestos have been submitted in compliance with, applicable regulations. RER Official Signature Date t I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on - site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. I have read and understood the additional information provided on the back of this form. (Print Name of Owner/Operator) (Signature of Owner/Operator) (Date) (Contact phone #) RER USE ONLY Postmark/Date'Received ID # 161_01-158 8/14 DISTRIBUTION: White-RER Yellow -Applicant Pink -Reserve DISCLAIMER This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the provisions of 40 CFR 61 Subpart M and Rule 62-257.301, F.A.C. and must be submitted prior to any demolition or regulated asbestos abatement activity. This document is an Asbestos Notification only and is not a permit. This NOTICE OF DEMOLITION OR ASBESTOS RENOVATION does not constitute a waiver of or approval for any federal, state, county, or local permits that may be required for this facility. WD11 I R1 13 04 Ila •�•••� REVI W •:•••• PLA .•.: F1...... ..... .... .. . ..... . . ..... APP R VAL ...... . REVIEWER: :•...: .•. ' SIGNATURE: DATE: THIS APPROVAL IS FOR - ASBESTOS ROOFING OR DEMOLITION REVIEW ONLY � ROOFINGASBESTOS APPROVAL REVIEWER: SIGNATURE: DATE. - THIS AEFRO'VAn: IS FOR ASBESTOS ROOFING ONLY 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 ofthe section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as partof the agreement between the,owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks: When replacing roofing, the existing wood roof deckve to be renailed In accordance with the current provisions of Section R4403. (The roof dgck is t ual y concealed prior to removing the existing roof system). • • ^ • .10.00 . .....• 4. Exposed Ceiling: Exposed, open beam ceilings are where the ngJeide of thWj decking.... can be viewed from below. The owner may wish to maintain the architeoturalAPPAapnce; therefore, a o: e e roofing nail penetration of the underside of the decking may not be acceptable.T4is' 'rovidd$ the option of• • • • • maintaining the appearance. • . . . . ...... 6. Overflow scupper, (wall outlets): It is required that rainwater floM of so thatilie+}oof is ad • not overioed from a buildup of water. Perimetededge wall or other roof extension may bioc� 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. /_ --I Ny_�02�1 (�)A A W .m q'o b ner/Agent's Signature Date 11300 Nr, -,-4 Avro Property Address Revised on 7/9/2009 LD;07/01/2015; Permit -Number Date \IIAMI-DADS COUNTY MIAM1. PRODUCT CONTROL SECTION [101i'lL111, a 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.miamia ae. ov/econom Entegra Roof Tile, LLC 1289 NE 91h 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 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 tlys acceptance, if it is determined by Miami -Dade County Product Control Section that -this product or•matarial fail$'ttrMeet thp..... requirements of the applicable building code. • • • This product is approved as described herein, and has been designed to comply with she Viorida Kiding Codt;... • including the High Velocity Hurricane Zone of the Florida Building Code. : .... • .... ••.• ••..• DESCRIPTION: Plantation Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or loJb'Qity, 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 ho 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 #14-1120.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. QMIAM-DADE!OUNTY NOA No.: 15-0721.04 / Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. PRODUCT DESCRIPTION _Manufactured by Dimensions Applicant Plantation Tile Length: 16'/Z" Width: 13" Test Product Specifications Description TAS 112 _ Flat concrete roof tile for direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces L = varies TAS 112 Accessory trim, concrete roof pieces for W = varies use at hips, rakes, ridges and valley Varying thickness terminations. Manufactured for each tile profile. 2.1. MANUFACTURING LOCATION :...:. 1. Okeechobee, FL . . . • • . ...... 00 2.2 SUBMITTED EVIDENCE: • • • • .... • • ..: Test Agency Test Identifier Test Name/Report• • • .... . . • • •Date ..... American Test Lab of South RT0624.05-14 TAS 112 • • • • • .. .. 40443/14 ""' Florida r ...... . • • . • • • • 0 Redland Technologies 7161-03 Static Uplift Testing ; •De a, 1991 ....:. Appendix III PA 102 & PA 101(A). • The Center for Applied 94-060B Static Uplift Testing . Maltb, 1994 • Engineering, Inc. 94-084 PA_101 (Adhesive Set) • May 1994 (Mortar Set) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 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 Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC-76 - PA 100 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 April 1999 Walker Engineering, Inc. Calculations 25-7183 March 1995 25-7094 February 1996 25-7496 April 1996 MIAM4DADE COUNTY W! NOA No.: 15-0721.04 Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 2 of 7 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Walker Engineering, Inc. Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Farabaugh Engineering and T295-11 TAS-108 10/05/11 Testing Inc. Farabaugh Engineering and T306-11 TAS-108 10/04/11 Testing Inc. Farabaugh Engineering and T279-11 TAS-108 09/23/11 Testing Inc. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. _ 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. • 3.3 Applicant shall retain the services of a Miami -Dade County Certified LaboratorS t%, Prformlluarteriy test • • • • • in accordance with TAS 112, appendix `A'. Such testing shall be submitted to •the Miami- ,9roduct •, ...... . ...... Control office for review. _ • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications StaWgrds liste4 • • • • section 4.1 herein. • • • • 00000 00000 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to 194 iddf slopC p jqs stated • :.. • •• .. otherwise by the underlayment material manufacturers published literature. • • • • • • • • • • • • • 3.6 This acceptance is for wood deck applications. Minimum deck -requirements shall'bQ in coinpli%nee with•• applicable building code. '"' 3.7 All products listed herein shall have a quality assurance audit in accordance With 4he Florida •Building Code and Rule 61020-3 of the Florida Administrative Code. • • • NOA No.: 15-0721.04 MLAMI-DADECOUMM Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 3 of 7 4. INSTALLATION 4.1 Plantation Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4,2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-1 (ft) Width-w (ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile ;L (ft3) - Batten Application X (ft3) Direct Deck Application Plantation Tile 0.267 i 0.289 ',. Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile - Greater than Profile 2"• 12" 3"• 12" 4". 12" 511• 12" 6"• 12" :.J:;92" Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Bhttens Direct* Deck Deck Deck Deck Deck :...:. Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 ' 6.61 7.52 6.44• - 2 t.26 7.04 • Tile • � • • • MFAMt•DADE COUNTY �Fjju;1111411 •• •• • •••••• _ NOA No.: 15-0721.04 Expiration Date:12/08/20 Approval Date: 11/05/15 Page 4 of 7 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" (Min. 19132" plywood) plywood) Plantation Tile 2-10d Ring Shank 30.9 38.1 17.2 Nails 1-10d Smooth or 7.3 - 9.8 4.9 Screw Shank Nall 2-10d Smooth or 14.0 18.8 7.4 Screw Shank Nails 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or 24.3 24.3 24.2 Screw Shank Nail Field Clip) 1-10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Eave Clip)"`••• 2-10d Smooth or Screw Shank Nails 35.5 35.5 • • 069 34.8, • • 0 0 0 0. Field Clip) 669140 • 2-10d Smooth or 31.9 31.9 ." •. .32.e.. • Screw Shank Nails ' • • • • Eave Clip) ...... • 2-10d Ring Shank 50.3 65.5 .': 48n " I Nails' I . :...:. 1 Installation with a W' the headlap and fasteners are located a minimum of 2%" from the head of tile! :. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. 3M- 2-Component Foam Roof Tile Adhesive AH-160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Single Patty Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile 3M' 2-Component Foam Roof Tile Adhesive AH-160 118 a 3M'° 2-Component Foam Roof Tile Adhesive AH-160 $ '� 4 Lar a 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. APPROVED NOA No.: 15-0721.04 Expiration Date:12/08/20 Approval Date: 11/05/15 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mi(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 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". OR 0 [E N T E IN R A V •••Y :••.i• Y•.t Y• • PLANTATION ROOF TILE LABEL (LOCATED ON UNDERSIDE UdNi.E) . • •. • ,,,,, 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 Building Official or Applicable buildingco& in order to propey'll•••; evaluate the installation of this system. - • • • NOA No.: 15-0721.04 Expiration Date:12108120 Approval Date: 11/05/15 Page 6 of PROFILE DRAWING PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTANCE ...... NOA No.: 15-0721.04 Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 7 of 7 ■ i• coon,[ DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44'Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.rnlamidade.Qov/economv 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-fforida Building including the High Velocity Hurricane Zone of the Florida Building Code. • ... • • DESCRIPTION: ICP Adhesives Polyset® AH-160 ••• Code':' . 0 0 0 0 . . • .. • • • . • . ...... . . ..... p' LABELING: Each unit shall bear a permanent label with the manufacturer's name or lor;ty, statP•atldfollowjgg�� statement: "Miami -Dade County Product Control Approved", unless otherwise noted herei:.• • • . . . . ...... RENEWAL of this NOA shall be considered after a renewal application has been filed *d 0*,re has•been no change in the applicable building code negatively affecting the performance of this product. �' • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 MIAMI•DADECOUN 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 Equipme;t ...... .. . . . . 30 & 100 •••••• ••••% .... .... . . PRODUCTS MANUFACTURED BY OTHERS: .... .... ..... ...... . . ..... Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current 410A..Ahich J t•,1ttthmegt. resistance values with the use of ICP Adhesives Polyset AH-160 roof tile adhesive. .. . • . . . . ...... MANUFACTURING LOCATION: ' 1. 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 @ -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 MIAMMADE 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 92/2U12 TAS 123 • • •60660 ••••.. .. Y . . • Celotex Corp. Testing Services 528454-2-1 TAS 101 "':" 20/23/98 . • • •' - 528454-9-1 ...... 528454-10-1 • 520109-1 TAS 101 .... . j2/2$/...98 ..... ..•.•. �•���• 520109-2 0 "" .. .. . ...... 520109-3 •••••• 520109-6 •••••• 520109-7 _ ...... • 520191-1 TAS 101 " ' X1Q2/99 • 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 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset' AH-160. 2. ICP Adhesives Polyset AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset` AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 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 minuj�% jftjr ICP* Adko9ives • •. �. Polyset'° AH-160 has been dispensed. • •.;,,. 0• 9. ICP Adhesives Polyset AH-160 placement and minimum patty weight shall be in acc.8?dite witb"V • • • • • '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 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 identifiableMlMftg of the :Goo*: manufacturer's name or logo and following statement: "Miami -Dade County Product Contrc4 A*"*roved" oftH8 Miami- • Dade County Product Control Seal as shown below. • • • • • • 00000HUPINOME COUNTY • .. .. • ...... BUILDING PERMIT REQUIREMENTS: • • • :Goo*: As required by the Building Official or applicable building code in order to properly evaluate the installatiot 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 NaNthroaghplasticcoamd Paddy19aroauhTiib) 4whan raqulrad)` Uesdrdrymane '� 5 o 1 101 `--� /ach.sopWnat • .� ` EawCoune fascia 2 Earn Clasurs Nall through phm* cement When required) 1 _ Paddy 4lWaatbTool Und.rl.ymrnr 21mielda Battens cwional � — Lsvo Clasuro Law course Fasda NIMBI' - 9hplauic vole (whenroqLdredE r f 16anambTilel utndarlaymeet solo.% �• 2 In. wide ea.tens '- Optional o Earecourse " panda Weephole loin. `�Z desure tarlpadge Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a GuAlam 2" (50.8 mm) x 10" (254 rim}xal" (25'.4 men) foam paddy onto the underlaymgAt,positiped es shown • � � • under the pan portion gf tb:4i e closest So the • overlock of the tile being yeti. .... : " Gee* .... a a a a a 2. Continue in same manic•, inture apprVxjTately-14 • - (109.7 cm2) — 23 (148.4*cnl) squar2 inch adhesive •; • contact with the underOU11he tile. ' . . . . ...... a a .. . 00 a 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 cm) — 23 (148.4 cmz) 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 praalccrrmont ftailylown"IbTt•) tr>h.t+roquindy� sty UtdaAayttunt � ° t� 1 + it 7lntia •� gatrttts OpNon.EavoCourso V aw wsd. stir Em flown Wail througb plastic oeimerof twhen reouiredl j _PaddytBen•athlile) Undadaytnant 7 in. Battens Optional F"a Cinema Ew• Cwna J Fatedo MIAMMADE COUNTY i' Flat/Low Profile Tile 1.7 --- �Sfarting at the eave course, apply a minimum 2" (50.8, mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy A nto the underlayment positioned as shown under the L 'strengthening rib of the tile closest to the overlock of .the tile being set. Insure approximately 17 (109.7 cm2) —123 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the ' strengthening rib closest to the overlock of the tile being set. Continue in same manner. Insure approximately 10" _(64.5 cm2) - 12 (77.4 cm2) square inch adhe§ive ,conta'ct with the underside. of the tile. ;""' .• sue' � ... Medium Profile / Double Pah•TtIQ• ;a...; •••• •••• • • • • • • 1. Starting at the eave course,aa�p9y a minimum .. it a dd ..... mm) x 10" (254 mm) x 1'� 125.4amm) .• m pa y • • • • • • onto the underlayment po;4jqW as showp under the • • pan portion of the tile closest to the overlock of the... • : • tile being set. Insure approximately 17:( W.1 cm2) •- 23 (148.4 cm2) square incteaAAive coattac t with the " a underside of the tile. • • • 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall through ptastk ce twhan required) Paddy 18wnwethnie) thrdwdwYmwnt '4 s `t. Battens epda" Eave Course ascia lAlwwpha v !*in, 2 Yr. Eawe dosure 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, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square mck etlesive • • • • • • contact with the underside p f thq tile. • • • ...... . ...... .... .... . . .... .... ..... **wear e . ..... . . . . ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nail through plastic cement Paddy (between ties) iwhen required) Battens optional ° • Paddy (under Nlel singt � eanttolep= i +! exam. - un paddy oa adelapo rot 2 x 4 In, -�- (low sereclomm FlaVLow Pr&R*T11e Nail through plastic cement Single paddy under tie irrhen required) PA ddy (between dies) Battens paddy tender tie) 1 +� She pads an top of �s:.in. 2:4i1L``�,, Skqj1epaddyon Eare Clown? Eare Course Fascia MWlurn ProtlleTlle 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 in (109.7-148.4 cm') of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the.%4derjock for the second course tile t3 beanstalled. Insure " approximately 8-9 in `5'1*6-A.1 cn;4c&,dhesive •. .•••• • ...... contact with the undersj4� V f 4he tile. • .... .... . . .... .... ..... (Instructions continued on x"opage) • • • • • • • • • .... . ...... . . . . ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nan tluough piasdc 59ncje paddy under tile (rrhen requIred) Paddy(behmen dies) Battens l -� Paddylunderdlel 1 d, ►yea';: sin* 2z4 Paddy topaitie Fm course oia Weephole mint in. Eave closure Ddpedge High Profile Tile 3. Also apply a 2" (50.8 nun) x 4" (101.6 nun) 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) square inch adhesive contact with the underside of the tile at the head -of the tile. Continue in same manner. •••••• • •••••• • •••• •••• ••••• • •• •• • •••••• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 1) Place enough adhesive to achieve 65 to 70 sq. In contact with the pan tile. 2) Turn coven upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to IUUnderlayment Eave closure (motarshown) Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) Remove top portion of the eave course cover die. Abut to second course of pan dies. Ensure cave and of pan and cover tiles am 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 cave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (:$A9vn) x 10" (254 mm) bead of adLesie✓eadirectiy on the inn8P e. e e e e edge of each side of � ec4 ver tilei, beevt • • • approximately 3/4" (J� jDg� to 1" (21.4 mm) • • from the outside edge a ike tile, in"W, free QP • e •; foam to allow for expawiien. a eeee' eeee . ..eeee . e ..... 4. Turn cover tile over after foam is applied and • • • •; • place onto pan tile c4`g.'Msure a minimum of •� 20 (129 cm') - 25 (141.3 cm2) sgtaareailgh contact area on each sj4a of the cover tile to the• e e e e pan tile. Continue in same mannet..Trio 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