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RF-20-200Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: / � / Za 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: / _O. ✓�&� S �' `i9 i? O Property Address: G — 01 Roofing Permit Number; F— /--zo-- -zoo Dear Building Official:2 I A��,P l Jlo, certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential ig Commission by Rule 9B-3,047 F.A.C. Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/sh a owner for the above property mentioned �r.•✓�� 'Z � Sworn to and subscribed before me this l � of Y 20 T Notary Public, Sate of Florida at Large \`���Illunuru►���� cq� li (SEAL) issio P� 200 �' ' � • � : * = FINAL COMPLIANCE Revised on 5/21/2009 % y :�P #GG189888 '•'04,94 ST O�� "lllll 11111 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address ft931 Lff_njD�_ Issue Date: 02/13/2020 Parcel Number 10017 N MIAMI AVE, Miami Shores, FL 33150 1132060131390 Contacts Permit NO.: RF-01-20-200 Permit Type: Roof Work Classification: Tile Permit Status: Approved Expiration: 08/11/2020 Marcos Dolores Owner OMEGA ROOFING INC Contractor 10017 N Miami AVE ARDIEL BARRIOS 9190 NW 119 ST 3, MIAMI, FL 33018 Business: 3058261144 omegaroofing@aol.com Description: RE ROOF TILE CHARCOAL Valuation: $ 19,800.00 Inspection Requests: Total Sq Feet: 2,000.00 Fees Amount Application Fee - Other $50.00 CCF $12.00 DBPR Fee $4.13 DCA Fee $2.75 Education Surcharge $4.00 Roofing Fee $225.00 Scanning Fee $12.00 Technology Fee $6.88 Total: $316.76 Payments Date Paid Amt Paid Total Fees $316.76 Credit Card 02/13/2020 $266.76 Check # 5767 01/28/2020 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the re . in ormation is accurate nd� that all work will be done in compliance with all applicable laws regulating construction and zoning. F rmore, I authorize the above named contract o the work stated. Authorized Signature: Owner 7--Ap—plicant / Contractor / -*--�nt Date February 13, 2020 Page 2 of 2 Miami Shores Village RECEIVED t 2020 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY Tel: (305) 795-2204 Fax: (305) 756-8972 �(J INSPECTION LINE PHONE NUMBER: (305) 762-4949 W C� FBC 20 I � BUILDING Master Permit No. 1-<\ t__-Oi "20 PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC MZROOFING Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP J /� CONTRACTOR DRAWINGS JOB ADDRESS: / OU /% Al Kra',,, ��/ ra' , , t4oe r� Citv: Miami Shores Countv: Miami Dade Zio: Folio/Parcel#: I /— '3 Z, 06 - or 3 3 / C) Is the Building Historically Designated: Yes NO - Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWP Addr City: Tenant/Lessee Name: Phone#: Email: C>t k e ?a ✓ oc) CONTRACTOR: Company Name: r a: Phone#:'---,- © FP7b /(4`7 Address: 9r ? panV &J"' City: v+ State: Zip: © t Qualifier Name: -e V-&00'7119Phone#: ^5 ©� do 0 ! State Certification or Registration #: COC D -5 �7 4 7 Z Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ I q�i o c7 Square/Linear Footage of Work: Z ID o Type of Work: ❑ Addition ❑ Alteration ❑ New EO/Repair/Replace ❑ Demolition Description of Work: 4 'r Specify color of color thru tile: Submittal Fee $ S ' Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 o such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument as acknowledged before me this day G er by ���� w Coi�sp�ersona nown to me or who has produced identification and who did take an oath. CONTRACTOR The foregoing instrument was acknowledged before me this I-- _�-P day of V o vx "Z by .� wh is personally nown to as me or who has produced NOTARY LIC:CA(IVOrii, �� � • •MtSSIONf.Yv Si = `' Print •• $ #GG189888 Fl: i l oo Sta :' v Seal: i 0�8LIC.IS1 P\�� /II11111" identification and who did take an oath. M-1 ,,,\0\�\5AAM 1CA,,,,,,,,, `�MMISslav f.o O �P� 20, 20?�•, 2 #GG189888 z 'e 44 1111I111 Off\\ ```` n APPROVED BY (� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 1�1 �cEavED JAN S 2020 BY: Master Permit Contractor's Name ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) >t 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 Section A (General Information) ! 1 Process No. (u O 1 L U— 2l.J01 1 Job Address ��© �. I a u� , d '..' • • ROOF CATEGORY • • • • • • ❑ Low Slope ❑ Mechanically Fastened Tile Mortal%Adesoive Seifiies •••• • •• ••.••1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood.Shiaglas/Shakes. ..;..� ❑ Prescriptive BUR-RAS 150 " ' • • • • • • • • :11• ROOF TYPE •�•••• '.1 ElNew roof ❑ Repair ❑ Maintenance Reroofing • • Recov.ering • •. ROOF SYSTEM INFORMATION " ' ."". • • • • ' 1 Low Slope Roof Area {SF) id Steep ZOD l7 p Sloped Roof AREA (SSF)Z;�C7 Total {SF) ! 1 Section B (Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ! ! FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 1 1 l ! ! Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczcr Palacio on Jun 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 a 1 1 1 1 ! 1 0 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: Notice of Acceptance Number: 17 — azi CT (>-Y 8 Minimum Design Wind Pressures, pplicable (From RAS/*�jor alculations): 9 P1: . P1: Ipa P1: 100'�z .. Deck Type: 1 Y .... .. : y... Type Underlayment: Roof Slope: �' Z z ro .. • ,,Q L(.'.' . 1..:. ... .. . . 12 . Insulation: •• • r•... Fire Barrier: 07114• i Ridge Ventilation 1"j / Fastener Type & Spacing: z �4 let Adhesive Type: Type Cap Sheet: p� 1 1 Mean Roof Height: Zj Roof Covering: ��j �(,• .V P Y 9 nw) Type & Size Drip y 3 Edge: it B FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 t ' ' ' ' Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 0 1 1 I 1 1 1 t 1 1 t 1 1 1 1 1 1 1 1 t 1 1 1 1 1 t 1 I 1 1 1 t 1 1 1 1 1 1 1 t HOOF 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 Mr with the values from M,. If the M, values are greater than or equal to the M, values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" 0000 (P1: 9, x A21T='Z� - Mg: GZ Mf14,67 Product Approval M, 4q.t • ' • • • •' (P2(.S.L x7,%(�=- Mg: 6Z Mrzdi'3 Product Approval M, 4d.' • • (P37�.7 x% Q31= tea) - Mg: � M,, _:1 /0Product Approval M, 4a • • • :' • • • • Method 2 "Simplified Tile Calculations Per Table Below" • • • • .. Required Moment of Resistance (M,) From Table Below Product Approval 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 •42.2 1... 3:12 32.2 .4 36.0 37.4 .8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 t• • t. • 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based 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 tile attachment method is acceptable. Method 3 'Uplift Based Tile Calculations Per RAS 127" (P1:_ x I_ = _ x w: _ ) - W: x cos 0 _ = F,t Product Approval F' (P2:_ x L _ = x w: = _) - W: x cos 6 _ = F2 _ Product Approval F (P3:_ x L _ = x w: = _) - W: x cos e = F„ 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 Job Site Roof Slope 6 Job Site Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M9 Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr 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, 5th EDITION (2014) 1 I I i19 1 1 1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun B, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of.9ectiop R4402 govern the minimum requirements and standards of the industry for roofing system ins:allqjibts. AdditiMilly, the • • • •; • following items should be addressed as part of the agreement between the owner ant ttte'coritractor: Ttie: wner's initial in the designated space indicates that the item has been explained. .... . .. ..... 2. _ Renailing wood decks: When replacing roofing, the existing wood•reof deck m-eY -have to..:..' be renailed in accordance with the current provisions of Section R4403. (Theteoi:deck is usdally • • • • • • concealed prior to removing the existing roof system). • • • • • • • . . .. . ...... .. . • •....• 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of th;,00ldecking • can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. p l- � Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R44 and R4413. �� Owner/Agent's Signature Date 1 i01 -� L awe; U-2 Property Address Revised on 7/9/2009 LD;07/01/2015; nature Date Permit Number Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2n6 Ave Miami Shores, FI 33138 . . .... ...... ..0000 . ...... C07 /0-Z-0 :-000: el .. .... . .. ..... .. •• .. . Re: Owner's Name: /t�ryru.S �h �t •••••• • Property Address: 10c:? LZ A �.T Roofing Permit Number: •.... • Dear Biidding Official: �' IL�e P-` 1 3 certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/e/sh�se ' the owner for the above prope\r��M"`tlibHe4.,,���� Sworn to and subscribed before me thi y of �� �1.�or✓ '� 'Z a , • �o. missro;F . • 4 20, �xP,9 •• Notary Public, Sate of Florida at L e • . #GG189 When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not construct�i�i'P�BC�� SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. '���/I/Il Revised on 5/21/2009 Address Owner Name Folio . . .... ...... ::::.: SEARCH: :...:. ...::. 10017 N Miami Ave .... . .. ..... .... ... ...... Suite ...... .• . . .. . ...... CL.. .... RTYINFORMATION Folio: 11-3206-013-1390 Sub -Division: MIAMI SHORES SEC 1 AMD Property Address 10017 N MIAMI AVE Owner MARCOS PILOTO &W DOLORES Mailing Address 10017 N MIAMI AVE FL 33150-1215 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half / Floors 1 Living Units Actual Area Living Area Adjusted Area Lot Size Year Built Featured Online Tools Comparable Sales PAAdditional Online Tools 1,886 Sq.Ft 1,862 Sq.Ft 1,646 Sq.Ft Sq.Ft Multiple (See Building Info.) Glossary Property Record Cards i • •••••• • **sees •••• • sees • sees•• • •• •• sees•• 00 eee • s Map View w sees sees ••ss•• • ••sees • • ••e•e• ••sees •• • • • • •• •••e• •• •00 sees• • • • • of 00000* • • • • • • • sees•• •••• • • 009* 2019 Aerial Photography Property Search Help Property Taxes Report Qiscrepancies Report Homestead Fraud Special Taxing Districts and Other Non -Ad valorem Assessments Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENTpINFORMATION Year 2019 2018 2017 Land Val $219,275 $219,275 1 Building Value $121,897 $122,134 $122,371 tra F alue $8,659 $8,764 Market Value $393,445 $350,068 • • • • •'15350410 • • ...., Gooses Assessed Value $244,250 $239,6p;• •,_ • • • • • •$234,7.6.60 • • •••••• • TAXABLE ;ILALUE:INFORMATION _ _- _ _ ::. • - :: �. • �.4.. .� . _ �F . . _ oe 2019 2018 •• •• • 20.15••:• •••••• • COUNTY • • :•• •• 04•00• Exemption Value $50,000 $50,OOd0 • .••••. $50,db0 • •••• Taxable Value $194,250 $189,696 $184,766 SCHOOLBOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $219,250 $214,696 $209,766 CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $194,250 $189,696 $184,766 REGIONAL Exemption Value $50,000 $50,000 $50,000 Taxable Value $194,250 $189,696 $184,766 BENEFITSiNFORMATIOM- t . Beneflt Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $149,195 $110,372 $115,644 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). [,Fq LEGAL A MIAMI•DADE �l 1 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) : Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 • • • • • • • • • • • • SCOPE: . " ` ' ••••• 00 00.0 This NOA is being issued under the applicable rules and regulations governing the use of cogsA,i�tlon materiels. The • • •, documentation submitted has been reviewed and accepted by Miami -Dade County RER - ProducAControl$ection to W used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction•FAHJ).: `• • ` • •... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County?rotltict Contfel Section • • • • • • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve tWiigh1 to have this product or material tested for quality assurance purposes. If this product or material fails to pO rforin in the accepted • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately, revoke, m;�j;l; • or ; • • • • ; suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this.-"ce tance, if it is determined by Miami -Dade County Product Control .Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.18-0509.17 and consists of pages I through 9. The submitted documentation was reviewed by Freddy Semino M NOA No.: 19-0408.01 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. •Fer 49cations where the pressure requirements, as determined by applicable Building Code, do not OXCVd the deSlWpressure • •; • values obtained by calculations in compliance with RAS 127 using the values listed iri the instahakdaesection 466:00herein. The attachment calculations shall be done as a moment based system. • • • ; • • • 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Saxony 900-Slate Saxony 900 Split Shake Saxony 900-Shake Trim Pieces Length = 17" Width = 13" thickness = 1-5/32" Length = 17" Width = 13" thickness = 1-9/32" Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL .0000: .... . .. ..... Test ...... • • . • .. • . Product.' '..'.' Specifications ...... Descri*ptio .' TAS 112 Flat profile, interlocking, high-pressure extruded • �' concrete roof tile with two Nil holes. Fqr direct deck• • •; batten, mortar set or adhesive set applic%iptir.' TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS-112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. NOA No.: 19-0408.01 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 2 of 9 2.2 EVIDENCE SUBMITTED: Test Aeency Test Identifier The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida PRI Construction Material 94-084 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC-77 7161-03 Appendix H & III Letter Dated Aug. 1, 1994 P0631-01 P0402 R1.894/R2.894/R3.894 Test Name/Report Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens} Static Uplift Testing TAS 102 * • • (1 Quik-Drive Screw, Direct Dec" •; • Static Uplift Testing TAS 102 * * (1 Quik-Drive Screw, Battens)- r Wind Driven Rain TAS 100 ..'..' Wind Tunnel Testing • TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Physical Properties TAS 112 520109-1 Static Uplift Testing 520111-4 TAS 101 520191-1 Static Uplift Testing TAS 101 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT0617.04-16 COPO-002-02-12 COPO-002-02-06 COPO-002-02-05 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 TAS 101 TAS 101 TAS 101 Date May 1994 March, 1994 Feb. 1995 Fet,1�95 r March 4 995 March' 1995 .. OOgt��94 Dec .1291 Au�.1.994 July 1994 Sept. 1993 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06/29/ 16 10/12/2016 10/12/2016 10/12/2016 c •rr.r• NOA No.: 19-0408.01 MIAMI•DADE COUNTY Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 3 of 9 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments 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 tjie rpb f slope t Mess stated• • • • • otherwise by the underlayment material manufacturers published literature. • • ' : 0 0 0 : 0 3.6 This acceptance is for wood deck applications. Minimum deck requirements s • • P •,,in com 1'ance wit i • • • P 1?P q $�1 ��. P I. the applicable Building Code. .... .. :"": .... . .. ..... ...... .. . ..... 4. INSTALLATION �' • • • • 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall:be installed in strict..:. compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 12U. . • • : • • :0.0 0 4.2 Data For Attachment Calculations • • . • •' •. ' 0000 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length-1 (ft) Width-w (ft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile 1 (ft3) (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, ShaKe & split Shake Table 3: Restoring Moments due to Gravity - M® (ft-lbf) Tile 2":12" 31g:12" 4":12" 5":12" 611:12" 7":12" or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake & Deck Deck Deck Deck 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 Split Shake NOA No.: 19-0408.01 MIAMI•DADE COUNTY Expiration Date: 04/26/22 �gj;lmlnqvz Approval Date: 05/16/19 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 Shake 1 .#8 Screw 30.8 30.8 • • • 18.2 2 .#8 Screws 51.7 :51X. 000024.4 ... 1-10d Smooth or Screw Shank Nail (Field 24.3 * ..:24.2 Clip)• •3 • • 1-10d Smooth or Screw Shank Nail (Eave 19.0 22.1 ... Cli • 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 - 34.8 • • 2-10d Smooth or Screw Shank Nails (Eave 31.9 • �31�9 • 32.2 Clip) • Table 5: Attachment Resistance Expressed as a Moment Mf (ff. - lb • • .... for Two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.3 2&3 594 1 See foam adhesive manufacturer's com onent approval for installation requirements. 2 The Dow Chemical Company TileBonr one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives PolysetV AH-160 two -component foam, minimum weight per paddy 8 grams. 4. DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 Two -component foam DAP Products Touch N' Seal Storm Bond 2 two -component foam 1 18.93 40.4 a 93 s 456 3 Large paddy placement of 45 grams of Polyset® AH-160. 4 Medium paddy placement of 24 grams of Polyset® AH-160. 5 Lar a add DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy45 grams. 6 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 24 grams. NOA No.: 19-0408.01 COUNTY Expiration Date: 04/26/22 CMIAMI�ADE•D' Approval Date: 05/16/19 Page 5 of 9 Table 7: Attachment Resistance Expressed as a Moment - Mr(ft.-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance Saxony 900 Slate, Shake & Split Shake Mortar Sets 43.96 .... .... 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 19-0408.01 MIAMI-DADE COUNTY Expiration Date: 04/26/22 �lf,lwjalmu Approval Date: 05/16/19 Page 6 of 9 NAIL HOLES G PROFILE DRAWINGS UNDERLOCK SAXONY 900 - SLATE .... ...... S/32:'CSlate,� . .... .... COVERLOCK NOA No.: 19-0408.01 MIAMI-DADE COUNTY Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 7 of 9 NAIL HOLES PROFILE DRAWINGS 0 Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE CMLAMI-MDADE =UNTY,...• • .10• 1, • • • Y •••• •••••• • 3-9/32" • • • • NOA No.: 19-0408.01 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 8 of 9 NAIL HOLES F PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE NOA No.: 19-0408.01 DECOUNTY Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 9 of 9 MIAMI�DADE�} MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami. Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivivn.miamidade.Qoviecononiv 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 haveed4s product or material tested for quality assurance purposes. If this product or material fails to perform to toe jccepted-manner, tfie• • • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, nlddify, or slupeIId the use • of such product or material within their jurisdiction. RER reserves the right to revoke U* acceptance, if it'1*s* determined by Miami -Dade County Product Control Section that this product or material faili 14 meet the -`gpiremeats... of the applicable building code. ....' ..... This product is approved as described herein, and has been designed to comply with tlie'FIPrida WIdipg Cade • • including the High Velocity Hurricane Zone of the Florida Building Code. . . .. . ...... DESCRIPTION: ICP Adhesives Polysete AH-160 " .. . •..• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state anaefollowing statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. QW01-MADEOUNTY �ulgmfpqfj NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset' AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 PolyseeAH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPacke N/A 30 & 100 Product Description . . ••.• •••••• Two component polyureihane foam adhesive ...... . ....% Dispensing Equipment • • • • • • .... . .. ..... Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: • • • •""- Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives PolysetO AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Prove Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @1580F., 100% Humidity, 2 weeks 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 QMIAMMI-DADECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Asency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1 PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[l] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Reyort TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 .'. TAS 114 • ASTM D 1623 .... TAS 101 '••••� TAS 123 •••••• TAS 101 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11 /02/95 12/12/95 02/01/94 04/30/93 I W&RA of/T6M • • • . • • 03/14/`,96 04,l18/ 1* 0212 %1Z 10/23798 I Y; ENIR 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH-160 roof tile adhesive with their the 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 r%quirld befoil licatior...... of any adhesive. The mix ratio between the "A" component and the "B" component shayA 4iaint*ed petween • • 1.0-1.15 (A): 1.0 (B). ...... :..... .... :. 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser"IM 1000 or ICP Adhesives ProPackt 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 minuted 4�jz ICP An; s4 ives • • • � � • . . Polyset AH-160 has been dispensed. .. ...... 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accardarte with'the" • ;. •, �; 'Placement Details' herein. Each generic tile profile requires the specific placement not&f 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 j7 granl$p9;bead edge) 20-25 sq. inches each ..' bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches ...34 gram nder pan LABELING' .... . .. ..... ...... .. . ..... .. .. .. . ...... All approved products listed herein shall be labeled and shall bear the imprint or identifiable r;arking of the• • • • • • • • • manufacturer's name or logo and following statement: "Miami -Dade County Product Control ppWbyed" Olt the Viami ; • • • • Dade County Product Control Seal as shown below. " ' . 0 0 * 0 . ' 00*0 hitAlil GAME C OUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this systcm. NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL ## 1 fandrroughplastIcteenr'nt Paddy l8an.all,WO) ;when t"Wr•d'•. ' lsastans n9th,n>- !r : 'tom `•.4, .,i ...a� -_��� _.'�:.;".✓:�_ 'fascia _ =1 Nall thrnogh pl.s;tx cement Iwhen recFnired , _ Paddy!ESwnra[h 3 trI Undvrlayrr.+mt '� ' •'t _ � 2In.wld.t • �� 7:rre Cerrse'"-- __. t-asci+ 1.tail thraugS plastic ut:rwr+t-•,. Paddy IB�nYwth7ilrl !w?�en reytslrecfr '. ti;. 2In. k4di, '6^,,, +•' ("e closure lairo al.ly7in. VriPedve r MIAMI-DADE COUNTY 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 cm') — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pali Till :...:. • 1. Starting at the eave course, )1 a minimum 2" • • • • (50.8 mm) x 10" (254 mnilya;'*(25.4:ntrj)Yfoam ..... paddy onto the underlayrru"op sitioned as shown under the pan portion of the title closes1.tAA ...... • overlock of the tile being+ tt.; • • • • • •• • •••••• 2. Continue in same manne& Inst1w appibxiftt'ately I • (l 09.7 cmZ) — 23 (148.4 cm� square ixofi: thesive contact with the underside of the tile. High Profile / SIngle Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the rile 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 RA ti,raugh plaoic crm.n: Nddy IBrnauthTalrl 00%e t raquirod). ` ; UndwUyiima 6attar¢catrtta..oal v ' bvacvurw. ':y; -6o `` .Y' •',+. ;'^y, ;,-'.::. ' Fascia rGInSVtO-_. z a, EdYf !Jnil shrou.]h plw lc remens E�+'h!n roR�tire�l UnJorl.y -nt fWiinsoptionaE FAY. Octur. WC EAvr Covnaa." — F1a[id �r .•. ;tom APPROYED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm'-) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the rile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile •••• being set. • 3. Continue in same manner. Ipswc.Vprox:RLT 1 10" ....;. (64.5 cmZ) - 12 (77.4 cm') sgxakoinch adhesive . contact with the underside o f athe tide. • • • • • W • • • • • • • • • • • • • • Medium Profile /Double Pan Ille •.•••• • • 00*000 1. Starting at the eave course, gpply a mini4iu%,,O' (50.$ • mm) x 10" (254 mm) x 1" (25.tm1n) foampaddy ; • • • •; onto the underlayment positioned as shovwnxxder the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cmZ) — 23 (148A cmZ) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cmZ) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) ?Nail tlhrough otatuc ce["t--I jrrhenrcquired) "••� P•ddr�8rnsalhTil.j ik1 �2im r Eavecourst— -`'-' Ehve rin:ur± torn, 2 in. ♦, f:Oripedge 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 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock cjf ff"yle • • •••• •••••• being set. • • • • • • • ••• • ••••% 3. Continue in same manner. Ink:••�i;pproximatgly 17" • (109.7 cm') - 19 (122.6 cm2) s4we inch ahesive ; • • • • contact with the underside of iiw tile. : '.. • ...... .. . ..... .. .. .. . ...... . . .. . ...... 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 tiles) lwhenrequiredl� Battens optional Paddy lunder tile) a �\ Single Why - 1 on topaftde 4 x 4 in.� ri Singlepadd \ f un er la _ Singlepaddy on undedayment 2 x 4 in. - !� lip `�' t 2 in. / Fascia Cave closure Flat/Low Prof lie Tile Nail through plastic cement Single paddy under tile {when required) Paddy ibetween tiles) Battensl f i'r paddy hinder tile; optiel-*A�x \• 'i i vpaddy � of tile ,4'2x4in-'- r Sinalepaddy on undedayment/.1-`t loin ., 2in.� y is Eave Closure Eave Cour``'j / —Fascia ..�°6` Medium ProfileTlie MIAMI•DAD l . On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the rile 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 QWp le • • •••• •••••• 2. Apply a 4" (101.6 mm) x 4.404.6 mm) x l t (25.4 • • • • mm) foam paddy onto thed)ldeAayment jdst belovZ .... ; the second course line posiiibh2d foan! Qadlly • under the strengthening rib for1lat tile; or under the .... • ...... . ..... pan portion of the tile, cloy e s K to•the unJ `Ajek for the second course tile to bp.)psWled. Insure approximately 8-9 in'- (51:6-58. t cm2) a 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 9 of 11 ADHESIVE PLACEMENT DETAIL ## 3 (CONTINUED) Nafi through plastic ce)pent--,,\ Single paddy under tile iwhen required) f Raddy Ibetween tiles) Battens f Paddy (under tilef optional h" T iS[ngl2 OOy ' on un eriaynten }� �• _• -A 4x 4in. Single 2 x 4in. ; fi/'1,,.�1• / padd y on top of ale= eE.veour ems'" t0in.' in. High ProflleTile f 'Fascia .' Weephole Eave closure Drip edge 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/" (19 mm) paddy on top of the eave course the 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 cm') - 9 (58.1 cm'-) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same,We a ej &r. •. • •.. •••••• • •••••• • • . • • • •••• • •• ••••• •• •. .• • .•.... . . .. . ..•.•. 000 ...• .... . •• • . . • • 000* NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications in contact with the pan tile. A (when required) 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. o IUnderlayment ' Sheathing Eave closure (motar shown) Weephole Fascia Board Remove top portion of the eave course cover tile.Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI•DADE COUNTY UJV0114 Two Piece Barrel (Cap and Pan) Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing ty/q�pan courses up toward the ridge, Insure' .. • .' . • • • . • approximately 65 (419.4 Ohl — 70<451f6 cml) • square inch adhesive c9riw with tie underside• • "" of the pan tile. •+••• •• • �••.,• • • • . • 3. Turn covers upside dowli'e�Cposing the udersidg •' • • of the tile. Apply a minunum�" (25.4jnpfj x 10;..... • 0 •., (254 mm) bead of adhesp;eJJrectly on the inner •' edge of each side of the coderrtile. I,aave. • • • • :. approximately 3/4" (19anm)•to 1" (25.04rr1m) ; , • , • from the outside edge oTtke trae, invia r&, Free of foam to allow for expansion. *moo 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 CM2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11