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RF-8-18-2159, 478 NE 92nd StMiami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Issue Date: 8/14/2018 Permit NO. RF-8-18-2159 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: 02/1012019 Project Address Parcel Number Applicant 478 NE 92 Street 1132060140020 THOMAS ROGER &CHRISTINA Miami Shores, FL Block: Lot: Owner Information Address Phone Cell THOMAS ROGER & CHRISTINA WHITE 478 NE 92 Street (305)546-1030 (305)439-2855 MIAMI SHORES FL 33138- 478 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone ARCHITECTURE & AWNINGS CORP (954)249-6108 Type of Work: Re Roof Additional Info: RE -ROOF AND NEW ROOF ON ADDITION Classification: Residential Scanning: 4 Fees Due Amount CCF $13.80 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $4.60 Permit Fee - New Roof $325.00 Scanning Fee $12.00 Technology Fee $18.40 Total: $381.93 Valuation: Total Sq Feet: Pay Date Pay Type Amt Paid Amt Due Invoice # RF-8-18-68539 08/14/2018 Credit Card $ 381.93 $ 0.00 $ 22,800.00 3800 Ayauame inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. August 14, 2018 Authorized SvgnatU6, bwner / Applicant / Contractor / Agent Date Building Department Copy August 14, 2018 Miami Shores Village Building Department AUG 14 20� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 �4L FBC 20 t1 BUILDING Master Permit No._� UFA 11-Is fc, PERMIT APPLICATION Sub Permit No.� ❑BUILDING ❑ ELECTRIC dOOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP c.� CONTRACTOR DRAWINGS 1 JOB ADDRESS: -7 v 'v 1 '�S� Folio/Parcel#: 1 �2 �'% —1 �2y Is the Building Historically Designated: Yes NO Occupancy Type: V"-- ' Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): I\L� k �f°�^� �� `^tL Phone#: Address: `-� Z � �'( 7 L� �' S City: 1 U\ i Ay,, State: L 1 Zip: I Tenant/Lessee Name: Phone#: Finail: I\CA (-0'\Ci 41D UA 1'-t(4n : .c.%L— . CONTRACTOR: Company Name: I�dL�< } C VT`yy1 C� Phone#: _73 "'f L I� C� II �v c CA Address: c, 1 kF ld city: �'t lw jk/,;)ti Oualifier Name: Cc.' L✓\ tt (O _Zip: ­3 e;� ') L & ne#: -116 L(ye' Zq 6 0 qJ State Certification or Registration #: (-C•-(— ,___SZ 8 ( � (-0 Certificate of Competency #: I DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ pp Z ZI n OO ` Square/Linear Footage of Work: � Wu a Type of Work: ❑ Addition Alteration ID New _ ❑ Repair/Replace ❑ Demolition Description of Work: Rt (too ctoo C_�c 3 � 1ApJY-- G y;/ c �( ©cam Specify color of color thru tile: Submittal Fee $ 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 Zi 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 approve nd a reinspection fee will be charged. U� Signature_/**'7AJ Signature "V�^ OWNER or AGENT CONTRACTOR The foregoing instrum nt was acknowledged before me this day of ff // 20._�-b ��[�- � �• 1'C�- , wh i er�ko me or who hay6rduced as identificatiodand,imho did take an oath. Print: `:'• LORETTA COMES Seal: * * MY COMMISSION 0 FF 9W64 EXPIRES: March 21, 2020 m���� er BalrfadThruBUdpefNoCdrySenkes APPROVED BY Plans Examiner The foregoing instrument was acknowledged befor this day of 20 by o -c f lc� U ltU wh personally kn to Structural Review Zoning Clerk (Revised02/24/2014) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to owner — vvorKers- t orrnpensatson insurance txernptson Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the. Florida Division of Workers' Compensation Employer Facts Brochure: Ali employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: I . The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW' Y� ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. r+ y/1 Signature: Owner State of County of Miami -Dade /� The foregoing was acknowledge before me this 2--day of rc ► ` 20 as id N SEAL: �V t' c * My Gok6qt6# FF 954664 EXPIRES: March 21, 2020 Bonded Thru BudgetNWY Senores who s personally known to me or''lias produced Architecture & Awnings Corp. 1309 Harbor Side Drive Weston FI.33326 ccc1328196 Before me this day personally appeard Camilo Nino who, being duly sworn, deposes and says: That he will be the only person working on the project located at: 478 ne 92 st. Miami Shores 33138 & -g � I,, k:'� Camilo Nino JSworn to (or affirmed) and subscribed before me this day of 2018 Persona ll known Or produced ydentification Typepf ideAtificatioV pkoduced Notary 1p0.Y PCB LORETTA COMES r0 !ic . * MY COMMISSION # FF 954664 EXPIRES: March 21, 2020 BondedThruBudgetNotary Services r 'vi. . `6 � rt,. e ""k " 4 R F SSEMBLIES AND ROOFTOP STRUCTURES Florida Building e 5 (2p �`{/ O igh- :e.t`iscit `rricane Zone Un S I orm Permit Application Form. r �\\O Section A (General information) 0 Q�Master Perm tP No,. cS F -Cj I OG ( 0 OGO �v `` Process No. � SECont actors Na"rne k 1�C ` r �C� �� u �� T'K _) 19 a ,\Job Address ROOF CATEGORY ❑ Low Slope ❑ Mechanical) Fastened Tile & Y MortarlAdhesive Set Tiles 0 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 0 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE .... 0 New roof ❑ Repair ❑ Maintenance ❑ Reroofing• • * • • 1: • . C0 Reco �ennp • ROOF SYSTEM INFORMATION • • ' u• Low Slope Roof Area (SF) I Steep Sloped Roof AREA (SSF) Total (SF) " •'� ' • 0 Z f .... i i � �� ;F'�4-:. iL�,�.� Wit? 56.... Section B (Roof Plan) •••••• •••• ••••• Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains Include dimen-• 0• • sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of a�j��ts. ' '. i I i I i I i I f !T_T_ Ii III � fl ! i FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 o t t t Copyright to, or licensed by, ICC (ALI. RIGHTS RESERVED); accessed by Eliezer Palacio on Iun S, 2015 10:32:12 ANI pursuant to License Agreement. No further reproductions authorized. d . 0 8 [I d B Q 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES C SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REOUIRFn nnrl IMRA1Tc A r,InTrn mrCi Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles Concrete or Clay Tile A,B,D 1,2,4,5,6,7 A,B,D,E 1,2,3,4,5,6,7 • Metal Roofs A,B,D 1,2,3,4,5i6j� Wood Shingles and Shakes A,B,D 1,2,4,5 G,7• • • ' Other As Applicable' 1,2,3,4,3V,T" ATTACHMENTS REOUIRFn- ...... 1. Fire Directory Listing Page 2. From Product Approval: • Front Page • • Specific System Description • • • Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation 15.36 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) "MIN t (I 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. t ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ° Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C (Low Slope Application) Top Ply Fastener/Bonding Material: ° 1 Fill in specific roof assembly components and identify 1 1 manufacturer 1 (If a component is not used, identify as "NA") Surfacing: 1 1 Fastener Spacing for Anchor/Base Sheet Attachment: 1 System Manufacturer: 1 1 Field: _" oc @ Lap, # Rows _ @ _,, oc 1 1 Product Approval No.: Perimeter: _" oc @ Lap, # Rows _ @ _,, oc 1 1 Design Wind Pressures, From RAS 128 or Calculations: Corner: _" oc @ Lap, # Rows _ @ oc 1 1 1 _' P1: P2: P3: Number of Fasteners Per Insulation Board: 1 Max. Design Pressure, from the specific product Field Corner Perimeter 1 1 1 approval system: 1 1 Illustrate Components Noted and Details as AppliA61�'. 1 Deck: Woodblocking, Gutter, Edge Terrrll,�natiQIT,.StrippinJ,'f-'Igshing, 1..... Type: Continuous Cleat, Cant Strip, Base Fleshing, Cot nterflash ing, 1 • 1 Coping, Etc. • Gauge/Thickness: Indicate: Mean Roof Height, Par4eezioeight, Height of Base Flashing, • 1 Component Material, Ma t��al.Thickne>;s, Fastener Slope: Type, Fastener Spacing or Submit•t�l�445cturer�f56tlall?that d.... 1 Comply with RAS 111 and Chapter. 14 • • 1 (s : Anchor/BasjandThickness: • • • • • • • • I} ..... 1 • 1 Anchor/Baseon g Mat i . • . . . . �,..... 1 Insulation B 1 ••FT.• •• • • • 1 Base Insulatness: Para pet 1 1 Base Insulation Fastener/Bonding Material: I Height 1 I 1 1 1 Top Insulation Layer: FT. 1 1 1 Top Insulation Size and Thickness: Mean 1 1 1 Top Insulation Fastener/Bonding Material: Roof 1 Height 1 Base Sheet(s) & No. of Ply(s): 1 1 I 1 Base Sheet Fastener/Bonding Material: 1 1 I ' Ply Sheet(s) & No. of Ply(s): 1 1 1 Ply Sheet Fastener/Bonding Material: I 1 1 Top Ply: 1 1 1 15.38 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczcr Palacio on Jun B, 20o 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D (Steep Sloped Roof System) icz:v (� Roof System Manufacturer: D r! 14�^ I Notice of Acceptance Number: l 050 Minimum Design Wind Pressures, I �glic�ble (From RAS 12 r Cal ulations): P1: _ Pi: �a P1:e-:Fb i� o a A 4- 160 +Lu o pacQd min Deck Type: Type Ur b1 l I I �S7�Y nzz(.v I Insulation: • • • • • • r• • • ire Barrier: ...... •. •� • • • • _A�EMean:Roof Height: Fastener Type & Spacing: % S S Adhesive Type: fsS% �% •. e �d • 1 Type Cap Sheet: �iG. , �. I . • • J Roof Covering: df d I NoCr,e4- 1 Type Ed a&Size Drip v; Z6 �' 9 I 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 1 t I I ! 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 fuller reproductions authorized. f 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 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 Mr with the values from Mf, if the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. _ Z�]�ethod 1 "Moment Based Tile C IcuI tions Per RAS 127" -�XXX&MLIV XV Jjs 12it Mg�'6 ZMr,t - 6n!Product Approval Mf �9/XMg;�- 6�M2 I 85roduct Approval M, 7P40&4x10_Lr 8_ NI, Mg:E14 K,a�7• /Product Approval M (r t Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below Prnclltnt Annrnvni AA Mr required Moment Resistance* Mean Roof Height Roof Slope 15, 20, 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 �32.2 3:12 . 32.2 34.4 36.0 37.4 • • M.8. • 4:12 30.4 32.2 33.8 35.1 • • ; •3•/.3 5:12 _ 28.4 30.1 31.6 32.8 34.9 fi:12 26.4 28.0 29.4 30.5 • • , �2.4 • 7:i2 24.4 25.9 27.1 28.2 ...,3�.p ••••• 'Must be used in conjunction with a list of moment based tiles stems endorsed b the Broward t8urit• Board o • •. • Appeals. y y {k:les and • For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the �' values are glea" th13n 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 L _ _ x w: _ _) - W: _ x cos 0 _ = Fr, _ Product Approval F' (P2: x L _ _ _ x w: _ ) - W: _ x cos 0 _ = Fr2 _ Product Approval F' (P3:_ x L _ _ x w: _ _) _ W: _ x cos 0 _ = Fr3 _ 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 0 Job Site Aerodynamic Multiplier l Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M 9 Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F r 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) 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. -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 Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. _F P• w Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). sees eses sexes• . . Exposed Ceiling: Exposed, open beam ceilings are where the uAd%wide of the #Abi ecking • • • • • • can be viewed from below. The owner may wish to maintain the architectural appevitance; therefore, ; • • • •; roofing nail penetration of the underside of the decking may not be acceptable lrtftewovidec Dr.:ption of maintaining the appearance. e• e• a **:*so sees.. sees sees. .. .. sees �..... 6. � � Overflow scuppers (wall outlets): It is required that rainwater flows M$o thatjhe roof is sees:. not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may blou�k Vis • discharge if overflow scuppers (wall outlets) are not provided. It may be necessaryto fnstall o"flew : e • • • scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. •••e• �. � �- � � /8 Owner/Agent's Signature ate Property Address Revised on 7/9/2009 LD;07/01/2015; Contractor Signature Permit Number Date MIAMI•DADE NnAMI-nADE COUNTY PRODUCTCONTROL SECTION DEPARTMENT OF RECULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street. Room 208 BOARD AND CODE ADNIINISI'RATION 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: 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 his product or material tested for quality assurance purposes. If this product or material fails to.perfQrm in tfiE��epted . 00 0 0 manner, the manufacturer will incur the expense ol'such testing and the AHJ may immediai'e.1y1-e:oke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the riglat to.reVoke tniFraoceptanoes..:0 if it is determined by Miami -Dade County Product Control Section that this product or mateeiaFfdils to meet the :0000: requirements of the applicable building code. •••• • This product is approved as described herein, and has been designed to comply with the Florida$uilding ...... . Code including the High Velocity Hurricane Zone of the Florida Building Code. • ... ..... .. .. .... ..... . DESCRIPTION: Boral Villa 900 Concrete Roof Tile -�� ....:. ...... . . . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,tity, state VtI0fp`lLpwing1 • 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. 16-071 1.04 and consists of pages I through 7. The submitted documentation was reviewed by Freddf Semino 20 NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Rooting Sub Category: Roofing Tiles Material: Concrete I. SCOPE This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Boral Roofing Villa 900 Length = 17" TAS 112 Width = 13" Type lb ''/z" thick Class 111 Trim Pieces I = varies TAS 112 w = varies varying thickness 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyseto Ali-160 TILE BOND"' Roof Tile Adhesive "Tile Tite" Roof Tile Mortar Product Description Two component polyurethane foam adhesive. Product Description • Low profile, interloc�irtg, Irgh preasFrr xtruded •� concrete roof tile egrfipp$Q with thff2 Mail holM • • • • and double rolls. For neirecf deck, batten, mortis...: or adhesive set applic+at7onse • • • • • • Accessory trim, concre"t%pf piecel Fvrruse at• • • • • ridges, hips and rakes.' " "" **see* .... % Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof the mortar. DAP Foam Touch N Seal Two component polyurethane StormBond(�) 2 Roof Tile Adhesive foam adhesive. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL The Dow Chemical Company Bermuda Roof Co. Inc. The Dow Chemical Company NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 2 of 7 2.3 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Nutting Engineers 13343.I TAS 112 Apr. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) • Redland Technologies P0631-01 Wind Tunnel Testinf '."y1 994 ...... TAS 108 (Mortar Set} • • 866666 • " Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testin ••:•• A*Lj. 1994,••'•, TAS 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain "" ' Oct. 1994 Engineering, Inc. Test 4M DC-76 TAS 100 • • • .. .. : • • 0 • • • • .... ...... The Center for Applied 25-7183-1 Static Uplift Testin4 Feb. 1995 •� Engineering, Inc. 25-7183-2 TAS 102 0... % '•'•'• (2 Quik-Drive Screws, Direct Deck) :....: The Center for Applied 25-7214-2 Static Uplift Testing hlarali, 1995 Engineering, Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to Gravity 09/01/16 American Test Lab of South RT0617.02-16 TAS 112 06/29/16 Florida NOA No.: 18-0509.16 MIAMi•DADECOUNTY Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 3 of 7 2.3 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date PRI Construction Materials COPO-002-02-1 I Static Uplift Testing 10/12/2016 Technologies TAS 101 (Adhesive Set) PRI Construction Materials COPO-002-02-04 Static Uplift Testing 10/12/2016 Technologies TAS 101 (Adhesive Set) PRI Construction Materials COPO-002-02-03 Static Uplift Testing 10/12/2016 Technologies TAS 101 (Adhesive Set) 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 Cod�Eop pliance Office for review. 0000 • • • • • • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Aqp> i;; eons Stapthfds listed.;. section 4.1 herein. ...:.. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to ae roof slope•ti►i;ws stated • .... . ..... otherwise by the underlayment material manufacturers published literature. • ...... .... ..... 3.6 This acceptance is for wood deck applications. Minimum deck requirements shillolle in cmff fiance will?•;• applicable building code. . . . . ...... 4. INSTALLATION ' ..' .. : �' •' 4.1 Villa 900 Concrete 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 (1 x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Villa 900 Concrete Tile 10.90 1.42 1.08 Table 2: Aerodynamic Multipliers - a, (ft3) Tile Profile X (ft3) Batten Application 3 Dire eck App tion Villa 900 Concrete Tile 0.291 0.315 Table 3: Restoring Moments due to Gravity - M9 (ft.-Ibf.) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Villa 900 Concrete Tile Direct Deck Dire eck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.56 7.50 6.42 7.34 6.26 7.15 6.08 6.95 `�� NOA No.: 18-0509.16 M�3AMt•DADECOUiVTY Expiration Date: 09/21/21 i,11 ► U Approval Date: 06/28/18 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail (Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail (Eave Clip) ."". 2-10d Smooth or Screw 35.5 35.5 : .�. ••�34.8 ••• Shank Nails (Field Clip) • 2-10d Smooth or Screw 31.9 31.9 ....... .32.2 . Shank Nails (Eave Clip) .... :" Table 5: Attachment Resistance Expressed as a Moment W(WIN) :"' for Two Paddy Adhesive' Set Systems • • • • • • • • ;Minimum Tile Tile Application A.1"ment Profile : .' Resistance Villa 900 Concrete Tile The Dow Chemical Company TileBond 26 ••• ICP Adhesives Polyset® AH-160 two- 26.1 com onent foam DAP Foam Touch N Seal StormBond '2 Roof 55 4 Tile Adhesive two-com onent foam 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond one -component foam, minimum weight per paddy 11.4 grams. 3 ICP Adhesives Polyset@ AH-160 two -component foam, minimum weight per paddy 8 grams. 4 DAP Foam Touch N Seal StormBond ®2 Roof Tile Adhesive, average weight per paddy 8 grams, two component foam. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile ICP Adhesives Polysetg AH-160 two -component foam 86.615 ICP Adhesives Polyset@ AH-160 two -component foam 45.5 6 DAP Foam Touch N Seal StormBond 02 Roof Tile 407 Adhesive DAP Foam Touch N Seal StormBond 0 2 Roof Tile 7011 Adhesive NOA No.: 18-0509.16 MIAhtE•oaDCou�vry Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 5 of 7 5 Large paddy placement of minimum 54 grams. 6 Medium paddy placement of minimum 24 grams. 7 Medium paddy placement of minimum 30 grams. 8 Large paddy placement of minimum 60 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Villa 900 Concrete Tile Mortar Seth 20.60 Tile-Tite Roof Tile Mortar. 5. LABELING .... 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's na:ne logo as0",?iled beltr�t,%• VP following "Miami County Product Control Approved". •• • 'be or statement: -Dade .'•,•. ...... .. . ...... .... . ..... ...... .... ..... .. .. .... ...... . . . . . ...... ...... LABEL FOR BORAL VILLA 900 CONCRETE TILE •e.• 0 ;•O'•; (LOCATED ON THE UNDERSIDE OF TILE) `..`.` 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 building code in order to properly evaluate the installation of this system. NOA No.: IS-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 6 of 7 1'g -�- PROFILE DRAWING VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 7 of 7 MIAMFDADE MIAN11-DAUE COUNTY Em PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOi!N11C RESOURCES (RER) 11805 SW 26 Street. Room 208 BOARD AND CODE ADib11NISTRATION DIVISION Miami. Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ��'�a.miamidadc.�o�'Jeconomy Polyglass USA Inc. l II I W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County REIZ - 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 Co1u".Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to haV440s .....0 product or material tested for quality assurance purposes. If this product or material fails to perr0r;n in thaaccepted •• manner, the manufacturer will incur the expense of such testing and the AHJ may immediatl-ty :Cdoke, mMify, or 000000 suspend the use of such product or material within their jurisdiction. RER reserves the righllo* lMoke this Acceptance....; if it is determined by Miami -Dade County Product Control Section that this product or matariarUs to l�teet•tMoe • .... . ..... requirements of the applicable building code. .••�•• �••• �••�� This product is approved as described herein, and has been designed to comply with the Florida1ruildingfyade ...... including the High Velocity Hurricane Zone of the Florida Building Code. •••••• .• . . . . ...... DESCRIPTION: Polyglass Polystick Underlayment ...... 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 tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages I through 8. The submitted documentation was reviewed by Freddy Seinino.�1 NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page I of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'3-'/s" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location 41 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Dual Pro 61' x 3'3-14," TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester ALanufactztring 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Desiii�-das a •••••• Location #2 metal roofing and root file u440ayment. �• �• Polystick Tile Pro 6 P x 3'3-'/8" TAS 103 and A rubberized asphalt self-adlieripg,'glass-f"eripolyesttf jIlfanufacturing 60 mils thick ASTM D 1970 reinforced waterproofing mernbra e. Desl ned J*t*4..: •g as a m Location #2 roofing and roof tile underlalQVIIY' "•'•• Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self-adhSriAppolyes or einforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. D�esLgq(;d as a a roof the : • Location #1 & #2 underlayment. ' ; 0 0 a 0:0 000000 Polystick TU P 32'10" x 3'3-'/8" TAS 103 and A rubberized asphalt waterproofnj• merAran , glass-:..•.� Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular:Xate Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & 42 Polystick MTS 65'8" x 3'3-'/s" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick NITS Plus 65'8" x 3'3-3/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyoleflnic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3-%" TAS 103 and Polyester reinforced. SBS modified bitumen membrane Mamtfacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location 42 use in roof tile underlayment systems. NOA No.: 17-0614.22 MIA Expiration Date: 09/13/21 i Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P 10870.09.08-R 1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G 155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.1 I TAS 103 03/02/11 P33370.04.1 I ASTM D 1623 04/26/11 P36900.09.1 1 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.1 1 TAS 1 10/ASTM D4798 & D1970 10/19/1 1 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 090W02/13 •••e1/12/14 P45270.05.14 TAS 103, TAS 110 & ASTwI Q1(23 .... P46520.10.14 ASTM D1623 ."10/A3/14 '. P44360.10.14 TAS 103&TAS lla•:�• ••16/07/14 P43290.10.14 ASTM D 1970 & TAS• ** 1Q/17/14:••••. PLYG-SC10130.06.16-3 TAS 103 & TAS I IQ...' :--W27/16..... PLYG-10130.06.16-1 ASTM D1970 & TASaaa•• •86427/l6..:..' PRI Asphalt Technologies PUSA-035-02-01 .. .. TAS 103 ...... .... ..... . Q9/29/06 �• PUSA-055-02-02 TAS 103 : ' : . 12/10/07....:. PUSA-089-02-01 TAS 103/ASTM D4798 1� G 1&55 .. . * • W 6/09: . . . .: .. . . . Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G 155 0 W01/08 RX 14E8A TAS 103/ASTM D4798 & G 155 1 1/09/09 DX23D813 TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 4 'Y,'ryr�l i MIAMI•DAgE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick NITS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated • • • . Deck Description: Min. 19/32" plywood or wood plank '.•••' {..•.• System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered •' • ."•'. '• • • • • • • • Y • • • • • • • Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. . fees* •es* . Fastening: •••.•• Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum &.1i"lap. (tor' base sheet only) • • Membrane: • • • •0000• • . • • • Elastoflex S6 G. of asphalt applied • Surfacing: See General Limitations Below. :";'; '. Deck Type 1: Wood, non -insulated • Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick NITS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with PAS 1 11. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Prp,4�ct Control NOiICe O • Acceptance. • • •••• •••••• 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The lasfiing tajv4lgl be pressed in place and formed around the protrusion to ensure a tight fit. A second la�VVPolystiMsltall be applied over the underlayment. GENERAL LIMITATIONS: 1. 2. 3. Fire classification is not part of this acceptance •••• • • • a •••••• .. .. •••• Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Pblystick Mwxs, may 6e ••' • used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof0asystAis and quarr�••••; slate roof assemblies. 0 so • • Polystick TU P may be used in all the previous assemblies listed except metal roofing Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof the systems only. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and MIAM4DADECOiINTY NOA No.: 17-0614.22 • Expiration Date: 09/13/21 Ujj:rApproval Date: 07/06/17 Page 5 of 8 Rule 61 G20-3 of the Florida Administrative Code. S. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof the applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) the assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro Plus • • Flat Tile Prohibited 4:12 6:12 6:12 5:1''• without battens • • �: •' ••6;19y •' • • Profiled Prohibited 4:12 6:12 6:12 4:1 6:12 . Tile without battens • ..,• ....:. • The above slope limitations can be exceeded only by using battens in accordance wito.0t; Prpproved-of ile Syst erii� � • Notice of Acceptance and applicable Florida Building Code requirements. When bat;Pr"4W required, they shall':: be utilized during loading and installation of tiles. �• 10. Care should betaken during the loading procedure to keep foot traffic to a minimumZind•to.avoid'dropping of;•*••; tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading proced :r� -awo tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. P0L`5T C K TU Plus NOA No.: 17-0614.22 MIAMI-DADE COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick NITS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. if Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPE , F(C APPLI!VIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMAJL;;nAT10i;.es 1. Polyglass does accept the direct application of Polystick underlayment membranes to.vti)vd decksq, Installers aJ cautioned to refer to applicable local building codes prior to direct deck installation to*&?Aire thistis acceptablo.: ••e Please also refer to applicable Product Data Sheets of the corresponding products. ": ;"' ••••• 00 to test 000000 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage eegesea rn as per Polyglass 0 Back Nailing Guide. Nails shall be, 1 1 gauge ring shank type, applied with a minimum 1 ;;" metal disk as t. required in Miami -Dade County or simplex type nail as otherwise allowable in other' rev at a tnanimum rate • t.s... of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area p4rVe AIVar" oat • the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover t'he area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of TVI2" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished b; applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 MIAMI•DADECOIJNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at l (800) 894-4563. 14. Polyglass recommends that applicators follow good rooting practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE •"�:' CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPE.CjFIq-APPL'VA*fIONS. ' LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECO% W ENDATI(5;;.'•000000 • • • • • • • . 0 , END OF THIS ACCEPTANCE •""• :...:• •• ••••• .... . ..... .....• .. .. •••• ...... •••••. • . • • • . • • • • • • • • • • • .• • MlAMIDADECOUNTY NOA No.: 17-0614.22 , Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAMI- � N11Ait'll-DADE COUNTY PRODUCT' CONTROL SECTION 11805 SW 26 Street. Room 208 DEPARTMENT OF REGULATORY AND ECONON111C RESOURCES (RER) Miami, Florida 33175-2474 HOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 1- (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) rvFvw.,niamidaac.Lov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44"' Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product GinTMi.Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the riglj to haver hls produc'4":' or material tested for quality assurance purposes. if this product or material fails to perform jw�k acceprt�:ltl�nner, the *- manufacturer will incur the expense of such testing and the AHJ may immediately revoke,.moli*, or suspgnd the t1,Se Of such product or material within their jurisdiction. RER reserves the right to revoke•t1-iis accertance, if it:iS"'; determined by Miam5�to Miami -Dade County Product Control Section that this product or material fail•meet thve requiremew".. ...... of the applicable building code. . This product is approved as described herein, and has been designed to comply with.tbg•CLorida Building Code:: including the High Velocity Hurricane Zone of the Florida Building Code. : ' : . . . . • . . ...... .. . • • • DESCRIPTION: ICP Adhesives Polyset`�AH-l60 . 00000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages i through 1 1. The submitted documentation was reviewed by Alex Tigera. 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 Polysetc" AR-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset" AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives Polyset'AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack° 30 & 100 N/A TAS 101 •••• Product DesPriptioll• .. . •• • • Two component poyti Wane fo*al'n •adhesile • • • • •••.•• Y • • • N/A Dispensing Equipment•••• • • • • • • N/A Dispensing Equipmep:•••• PRODUCTS MANUFACTURED BY OTHERS: .... ...... .... ...... Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset' AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test 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 @ -401 F., 2 weeks +6.0% Volume Change @158°F., 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 MIAMMADECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polvmers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: Test Identifier #94-060 257818-1 PA 25-7438-3 25-7438-4 25-7438-7 25-7492 N B-5 89-631 9637-92 01-6743-011 0 1 -6739-062b[ I ] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 1 1-93 SSTD 1 1-93 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 1 1 /02/95 12/ 12/95 02/01 /94 04/30/93 ..• I OT�94 ('I116/,95 43/ 1 %96 Cry/1 W2 02/2`! f 1,2 12/28/98 03/02/99 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyseto AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset° AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset' AH-160. 2. ICP Adhesives Polyset AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards 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 RTF1000 dispensing equipment is r-WoJ141 beforg�p�lication •• of any adhesive. The mix ratio between the "A" component and the "B" component s14414be.maintl"ii.tSetwee".•;• 1.0-1.15 (A): 1.0 (B). •••••• , 6. ICP Adhesives Polyset` AFI-160 shall be applied with ICP Adhesives Foam Dispenset,l;TV4000 (A-01C44. ' 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 mirruies iftir ICP,Adl%sives Polyset AH-160 has been dispensed. . �..... 9. iCP Adhesives Polyset AH-160 placement and miniimun patty weight shall be in accordance wit1l'the'. • '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 e 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 42 12-14 sq. inches 30 High Profile. #2 17-19 sq. inches 30 Flat, Low, High Profiles 43 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-1 1 sq. inches at overlap *see Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 117grar� :?%rpead edge) 20-25 sq. inches each •.*� •, bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches "'34 grarrit under pan •• .. .. .... ...... LABELING: ' . . . . ...... All approved products listed herein shall be labeled and shall bear the imprint or identifiable;iarkirV of the :....: manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" WtDr.Miami Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADECOUNTY NOA No.: 17-0322.03 Expiration Date: 0.5/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 PBS H thl•sue{h. Wsc1e ra rlr:rii Paddy 16i f i aah e�tw�,i�nagl�iruJ. � Uml.'Uy s:.w i avFS ffs V d t. r Ltyel-rof. Nail thr vgh, Rlaxtta cemim4 lwhpn re!QuireO) `a .. Paddy ;`wnwa[h 8i€ml krxadorlaq+ttawnt a�1£ " �'.3 1 f tix �. � =•a S, B In, r � I E-ive Ccwu3� €McPax K% q."l Ple .ic aiN ICIi ICi14fiP:t$"Q1i ..' P.add-Y iC1Mn!♦�c1k Ti11�.j Un@vrluy7-1 a aw bu � In x Baedrns i' Flat/Low Profile Tile l . Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm-) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. • • •••• •••••• •••••• •• • •••••• Medium Profile / Double Raia orile • • • • • • • • �••• l . Starting at the eave course,•2rpply a lrnmlmu•m 2" • • • • • (50.8 mm) x 10" (254 mlill R*l; (25.4 r4"Ofoam • • : • • • paddy onto the underlayirient•positiolSed'as shown under the pan portion oretMile closest to the •. overlock of the tile being set.. ; • • • • • • • • so a ...... 2. Continue in same manner. Insure approxTmaately 17 (109.7 cm'-) — 23 (148.4 can'-) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile l . Starting at the eave course, apply a minimum 2" (50.8 nun) 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 cm') 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 k4il 1hrangk pi"wiL t"mnn! Paddy 18an.mP, Tito) (wKenr4flUiP4ttt - u - 2 in. ti -, •.. RaSIFft'&CPuo4,ai .. twoe NAO 1hrowgh ralmtir r-esnwni :whets reuifel 't. t UndsOl Y-Mna f 2 irr: 1pieE P.I&JV Laeoeaal:fiiie"i fwve- C -owr* F—A. Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 nun) x 10" (254 mm) x 1" (25.4 min) 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 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 min) foam paddy onto the underlayment positioned as shown under 44P.. strengthening rib closest to -the overlock•oft-he tile .•...• being set. 0 • • 0 + ...... • • . ..... . 3. Continue in same manner. ►risure approximately 10":....: (64.5 ern - 12 (77.4 ci wjuarNnch A41co1dvc contact with the underside 4f jljee•�Ile. • • • • • • • • • • 00000.... ...... • • • . • • • • Medium Profile / Double Pan•Tile • • • • ••.. • • • • • l . Starting at the eave course, df?ply'a mint'-Mdq ;" (50.13 • 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 cm'-) — 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 min) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm'-) 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 l l V i i ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) '43�i1 tlwtr'aur�i� µl5s'G - 'ei�Ei°f[ -�, ,A, hen iev]_u 4 edj V a Ur�dwule frrwn4 -.:. f a 's > Ave 'to pie D1 ip Coe High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 ruin) 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 T' (177.8 ni n) x I" (25.4 min) foam pa� pnto the underlayment positioned as shovgn under t11e. pftn • • • • • • portion of the tile closest to the overlock of the tile . • being set. •••••• •• • •••••• 3. Continue in same manner. I, rttl(%ippro4ig":�/ 17" • 0 0 • (109.7 cm-) - 19 (122.6 cm-) square incli adhesive ..... . . .the;. .... ..... contact with the underside o le. • . . . . ...... .... % NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of i I ADHESIVE PLACEMENT DETAIL # 3 Nail through plastic cement ruddy (between blest 1when required) .y - Battens optional,"..st' Paddy (undet tile) � "' single paddy, ` on top d the. 4x4in e ki i€"m�leipadd under tiie singlepaddy X♦ ~ ! on underlayinent 2 x a in. +i F Fascia '``��•,� .�.�' ='y=Y ..�:: 4 E3WOOsit€e Flatli.ow Profile Tile Nail through plastic cernent Single paddy under the (when required) paddy ibetween tiles) Battens = Paddy (under titer optional �. e singiepaddy ontop- oftile ! 4x4in. 3 e xin z", singgtepaddyon I un€lertayrne rr to ..... Eave Closure Eawe Course < —Fascia Medi urn Profile Tlie 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 rnm) 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 the 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 Goes 2. Apply a 4" (101.6 mm) Y40(10 ml>:Ix•1" (25.3 min) foam paddy onto 1:4.gr44eerlaymept j'L0 beloNy. Go the second course line po-iLUW foam paddy G under the strengthening rib.for flat tile, or under tl"e pan portion of the tile, closest•to the ttriderTock fore e.. e the second course tile to'b2,fiSralled. Ir:stile • • • • • approximately 8-9 in'- (51'6 n.l cm'1b'F'adhesive• • contact with the underside UlNe tile. a •. • • • • G (Instructions continued on nest page) e NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of i 1 i 4 7 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic cement Single paddy undertile lwhen required) r 1 Paddy lbetween tiles) X 1 optional ~ ` Paddy (under tilei Single r anunderiaymere a x a dnt �t Single paddy on Eave Course -'y i 3 ¢ Fastia WWeephoie �Eave closure 10in.tin. ¢eipedge High RroflleTilra 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underloch of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm-) - 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 the 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 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. ` (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. ° Underlayment N; i ` F yf �Sheath)ng Eave closure t (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 - Nigh Profile Tile Two Piece Barrel (Cap and Pan) Tile I. Starting at the eave course, apply a minimum 2" (50.8 in in) x 10" (254 mm) x 1" (25.4 m)n) 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 two pan courses up toward the ridge. Insure approximately 65 (419.4 cnr) — 70 4J5 i 66.cm') . . .... ...... square inch adhesive c: pjgi t�vith the? nderside •. of the pan tile. •�••�• ....:« • • 3. Turn covers upside doxA"wiposingthe uwiderside•" of the tile. Apply a mini,rmeur 1" (25 4 mm) x IWe0••..• ' (254 mm) bead of adh20iyittorectly oo tr he inne• • • • •, edge of each side of the cover tile. C>sa3e "" • •. • approximately 3/4" (1 1;i)jo 1" �25.4 mm) from the outside edge of the; tile, in-A"-d: free Z • foam to allow for expdrWdn i • • • "''. 4. Turn cover tile over after foam is applied and • place onto pan tile course. Insure a minimum of • 20 (129 cm-) - 25 (161.3 cm') 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 nun) x 4" (101.6 min) 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 Im 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 2nd Ave Miami Shores, FI 33138 d Re: Owner's Name: - )Lr \JJ . . .. ...... Dam �.'� (� •. ...... .• . sees% •ss•e• • Property Address:_ `\�l�� C12 5 • Roofing Permit Number: • Dear Building Official: ••.•.. certify that I am not required to retrofit the roof to wall connections of my building because: cl 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 n f the South Florida Building Code (1994 SFBC) ,ems w ,� Signat re Print Name State of Florida County of Dade The undersigned, being the first duly sworn, dep se and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before hisUay of isLORETTACOMES MY COMMISSION 0 FF VA64 Notary Public, Sate of Florida at Large e� EXPIRES: March21,2020 � BondedihrusudgetNotarySwim • When the just valuation of the structure for purpose of Y'alorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC n6r a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 A I& OrFIC _1E OF THF PROPF."O"PTY APPRAISH Summary Report Property Information Folio: 11-3206-014-0020 478 NE 92 ST Property Address: Miami Shores, FL 33138-3155 �:THOMAS ROGER WHITE Owner CHRISTINA WHITE Mailing Address l478 NE 92 ST MIAMI SHORES. FL 33138 PA Primary Zone 1100 SG L FAMILY - 2301-2500 SQ �0101 RESIDENTIAL -SINGLE Primary Land Use FAMILY : 1 UNIT Beds I Baths Half ............. ! 3 / 2 / 0 .... Floors ..... ...... .. - Living Units ............. Actual Area Sq.Ft Living Area Sq. Ft Adjusted Area ...... ... . ... ........ . ............... j2,159 Sq. Ft ............. - ....... ..... Lot Size 9,525 Sq. Ft Year Built 1947 Assessment Information Year 2018 2017; 2016 Land Value . .. ........... .... ... ...... ..... $285.614 $285,614 S238,138 Building Value $157,957 $158,409. $158,862 XF Value $5,627 $5,700. 55,771 Market Value $449,198 $449,723. $402,771 Assessed Value $332,227 $325,394. $318,702 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment , $116,971 $124,329 $84,069 Cap Reduction Homestead !Exemption $25.000 $25.000 $25,000 Second Exemption $25,000. $25,000 $25,000 Homestead ------------- ---------- - -- Note Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 2 PB 10-37 LOT 3 & W1/2 LOT 2 BLK 49 LOT SIZE 75.000 X 127 OR 18477-0498 02 1999 1 COC 25425-0908 11 2006 1 Generated On : 7/24/2018 Taxable Value Information 000000 0000 0000 • 2ul:• 29171 County Exemption Value 0081 •$ lil'i6loo • $50 '00 Taxable Value $282.2271 $275,3941 $268,702 School Board .. . .......... .. Exemption Value .. . ......... ......... ........ .. $25,000' ... . .......... . ................. . . ....... .......... . . S25.000 $25,000 Taxable Value $307,2271 S300,394j $293,702 City Exemption Value . . ........... . . ......... . $500001 $50 000! $50,000 Taxable Value $282,2271 $275,3941 $268,702 .. . . ....... Regional . . ....... ........ . 1_._1__._,_.___ . ........... .......... ........... Exemption Value Tn__ S50,000z $50,000 $50,000 Taxable Value S282,227 $275,394: $268,702 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/01/2008 $480,000. 26369-4151 Other disqualified 11/01/2006 $637.500 25425-0908 Sales which are qualified 03/01/2004 $375,000 22124-4680 ; 'Sales which are qualified 02/01/1999 . S1 96,000 1 ........ .. .... . . ... ....... ....... ......... . . ........ 18477-0498 ..... . .... . ';Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record, The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp Version.