The URL can be used to link to this page

RF-18-1937`gy{OR b�3 Fc"oRio Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 (Permit Parcel Number Issue Date: 71 912018 Permit NO. RF-7-18-1937 Permit Type: Roof Worm Classification: Tile Permit Status: APPROVED Expiration: 01/1512019 Applicant 867 NE 91 Terrace 1132060050280 CLAUDE ROEGIERS Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell CLAUDE ROEGIERS 867 NE 91 Terrace MIAMI SHORES FL 33138- 867 NE 91 Terrace MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone AR AMERICAN ROOFING, INC (305)226-7026 of Work: Re Roof onal Info: RE -ROOF TILES ification: Residential ling: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $10.20 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $3.40 Permit Fee - New Roof $300.00 Scanning Fee $9.00 Technology Fee $13.60 Total: $843.70 Valuation: $ 17,000.00 Total Sq Feet: 2415 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-7-18-68272 07/19/2018 Credit Card $ 843.70 $ 0.00 Bond #: 3832 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Review Roof Renailing Affidavit 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. k certi reQoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction apd zo i rmore, I authorize th bove-named contractor to do the work stated. July 19, 2018 Authorized Sigha$ire: Owner / Applicant / Contractor / Agent Building Department Copy July 19, 2018 1 RECEIVED Miami Shores Village JUL 19 2018 Building Department O►� �---j 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 20 V-- BUILDING Master Permit No. z PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS �}I JOB ADDRESS: F,§ 7 N./ t T r nn . City: Miami Shores County Miami Dade -zip: 2 J� Folio/Parcel#: 0 ie • iys — t9 7 y0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): C04-Cl 0 F_ K F ,4 1 r "r Phone#: Address: -1� L0 J51_f�-G N li[ jg&[ (/— City:"t2.T7'1 —4&y LIZ LN1GC: State: _ L, Zip: Tenant/Lessee Name: Phone#: 30S i Email: C L!°fy d E . /20 E,1, T-2 CONTRACTOR: Company Name: ftl? -(/W E i✓, C —Tr'n Phone#: '�S ZZ�p` �C� Address: 2I S Z S l�V q q i City: V State: b CI irl { Zip: Qualifier Name: C K 1 I(��G Phone#: State Certification or Registration #: 0 (i e 3'31 (e L(_Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ I q 1000 Square/Linear Footage of Work: Z 4//S- I Type of Work: ❑ Addition ❑ Alteration ❑ New �tepair Replace ❑ Demolition Description of Work: : Zoo 7 —T i Specify color of color thru tile: LA Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 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 inspectiog which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be *proved and a reinspection fee will be charged. CPrER or AGENT Th fo going instrument was acknowledged before me this 1 day of V by who is sonall to me or who has produced as identification and who did take an oath. A,a,,�— Signature CONTRACTOR The forego\ g instrument was acknowledged before me this ►� `t day of 20 (8 by me or ho has produced as identification and who did take an oath. NOTARY UB IC: s1110iilitti/ NOTARY PUBLIC: Sign: O ber F Sign:Y=7�---- Q off• = IZtC Print: '� I — ui t - Print: Seal: YFF 159130 Seal: c NOTARY PUBLIC 99L •� �oQ` o STATE OF FLORIDA '••..... Comm# GG123840 ST APPROVED BY % Plans Examiner Zoning Structural Review Clerk (Re,ised02/24/2014) � OFFICE OF THE PRnPF RTY APPRAISER « 1 r Summary Report Property Information Folio: 11-3206-005-0280 Property Address: �867NE91 TER Miami Shores, FL 33138-3217 Owner CLAUDE ROEGIERS Mailing Address 7620 BEACH VIEW DR MA M, FL 33141 USA PA Primary Zone 0900 SGL FAMILY-1901-2100 SQ Primary Land Use 0101 RESDBVTIAL - SINGLE FAMILY 1LW Beds / Baths / Half 2/1/0 Floors 1 1 1,851 Sq.Ft 1,533 Sq.Ft Living Units Actual Area Living Area Adjusted Area 1,643 Sq.Ft Lot Size 8,400 Sq.Ft Year Built 11953 Assessment Information Year 2018 Land Value $226,665 Building Value $158,188 XFValue $41,012 Market Value $425,865 Assessed Value $422,174 2017 2016 $226,665 $185,058 $160,094 $162,000 $41,479 $41,946 $428,238 $383,795 $389,004 $348,905 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Cap Assessrnent Reduction 1 $3,6911 $44,4431 $40,099 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description GOLDEN GATE PARK ADDN PB 6-130 LOT 23 & El OFT OF LOT 22 BLK 2 BLK 2 LOT SIZE 60.000 X 140 OR 16738-0774 0395 1 Generated On : 7/17/2018 Taxable Value Information i 2018i 2017 Exemption Value $0 $0 $0 Taxable Value 1 $422,1741 $383,795 $348,905 School Board Exemption Value $0 $0 $0 Taxable Value $425,8651 $428,2381 $389,004 City Exemption Value $0 $0 $0 Taxable Value $422,174 $383,795 $348,905 Regional Exemption Value $0 $0 $0 Taxable Value $422,174 $383,7951 $348,905 Sales Information Previous Price OR Book - Qualification Description Sale Page 10/31/2014 $435,000 29377-2994 Qual by exam of deed 10/07/2014 $100 29466-1448 Corrective, tax or QCQ min consideration 03/01/1995 1 $70,000 16738-0774 1 Sales w hich are qualified The Office of the Property Appraiser iscontinually editing and updating the tax roll. Thiswebsite may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disdaimerand User Agreement at http://www.mismidade.gov/info/disdaimer.asp Version: a ■ ft ■ r Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer. — -&,2al C"Plon ac Notice of Acceptance Number: I(P — d`7 /i • OS Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): PI: 132• (Og� P3: 10O' .... Maximum Design Pressure " ' "•. "' • • • From the NOA Specific System):. 3 � Method of the attachment: c7 00 D � ... . • • • • • • Steep Sloped Roof System Description'' ' . • •. •. Deck Type: , /g �, / �ype Underlayment, Roof Slope: \nsulatlon: —:12 Ridge Ventilation? &JA- Mean Roof Height: ( z / � ner Type & Spacing: W y4 �� type f 4 e-stye; Cap Sheet: ' DLO � I oof Covering: Type & Size Drip dge: 0 a V . Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compared the values for M, with the values from M t: If the Nit values are greater than or equal to the Mr values, for each area of the roof:, then the the attachment method is acceptable. Method 1 "MoVment Based Tile Calculations Per RAS 127" (Pt• , z Ir -� —Mg: —I �•� 9 NOA K 3t'� (Pz; z x O, S1' -`)1A_C)- Mg: 7,14 M-1N61al Fi-:5 NOA K31. 3 (Pz: z X n• 3l.ia- Mg: °7. 42 2 , NOA b* 3 i • 3 Method 2 "Simplified Tile Calculation Per Table Below", 000* . Required Moment of Resistance (M,) From Table Below NOA t4..'. ' 000 •••... . 0. • • • • • • Mr Required Moment Resistance*We" Roof Heig Roof 8bpa M 15, 20 25' • • 9e'• • • '' • ' * ,• 5:12 28A 30.1 31A •32.8• 26A 28.0 29A 25.8 27.1 zoz$0. *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 F, values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt : _: l: _ - ._ z w: _ __J - W: _ z cos B: _ = Frj: _ NOA F' (P2:_zl:_ _.z w:-_)-W:_zcos9:_= Frz NOAF' (P3:lzl:_=_z w:=____)-W:_zcos9:_= Fr3:_ NOA F' Where to Obtain Information Description Symbol Where to fend Design Fmss= P l or F2 or P3 RAS 127 Table 1 or by an angineeting analysis pdepared by PE based on ASCE 7 Mesa Roof H ' t H Job Site Roof Slope g Job Site NOA Moment due to Cats M's NOA Attachment Resistance Mr NOA Required Moment Resistance Mr Calculated Mitrimom Attachment Aesistanee F NOA Uplift Resistance F1 Calculated Avers TileWciW NOA Tile Dimensions w- width NOA All calculations must be submitted to the Building Officud at dw tw of pmait cation. 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 Date:• • •� 10050 NE 2nd Ave ...... • • Miami Shores, FI 33138 • • • • • • Re Owner's Name: 0 L A r r; G i � f2S • • • • • Property Address: 86 -7 A, t5 4 1 T � h 2 — t/1 � � t 1'Xo ✓L l�•r • � j_,L • Roofina Permit Niimhar• _ • • • 00000 . Dear Building Official' ...... I i .5 certify that I am not required to retrofit the roof to wall connections of my building because: 0 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. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of ti ie South Florida Building Code (1994 SFBC) Ji cto-vViri kLors-,�ip-ar Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this ,,,�,,�,�,��111tJ1101 c� I 2-3 Notary Public, Sate of Florida at Large _ OF 159130 p • When the just valuation of the structure for purpose of ad valorem taxatan t�j oP, "Woo, end the building was not constructed with FBC nor a 1994 SFBC. Then you must �D _qJ� - i i •• ?D � y provide a building application from a General ContraC(byf , Hurricane Mitigation. Revised on 5121 /2009 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As 4 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 contr. a owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the Purpo se of flprav g that the roof system meets the wind resistance and water instruction performance standards • Aesthetics (appearance) are not a consideration with respect to workmanship PrOA49ris Aesthe;j jssups such as color or architectural appearance, that are not part of a zoning code, shouA in addressed as art of • Vrened ment between the owner and the contractor. • .... ...... 2.Renailing wood decks: When replacing roofing, the existing wood n d deck maykrV; to be • • • • • n accordance with the current provisions of Section R4403. (The roof deffill pally c("ft prior • •: • • to rerr oving the existing roof system). • • • • • • • • • .. • • • 3. Common roofs: Common roofs are those which have no visible deligeatiop betwe 6 neighboring " un'(i.e., townhouses, condominiums, etc.) In buildings with common roofs, the rbofuig Contractgr aV/or ; • • • • owner should notify the occupants of adjacent units of roofing to be performed. • 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be 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 eapLnpe5.Ponding water:The current roof system and/or deck of the building may not drain well and may cato pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the origin I roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ove aded 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 ;intnor ance with the requirements of Sections R4402, R4403 and R4413. �. Ventilation: Most roof structures should have some ability to vent natural airflow through the of the structure assembly (the building itself). The existing amount of attic ventilation shall not be Juced. It may be beneficial to consider additional venting which can result in extending the service life of the f. ,VA#-7 2 2ml ` --( ( (f $ ar's Signature ' —Da e Contract n Date Revised on 7/9/2009 LD IA i) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction ma4ct'la1S• The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Prckt ot•Gontrol SeAlon to be* • •; • used in Miami -Dade County and other areas where allowed by the Authority Having JurisdigJL0,A &J). • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County l;r"ct CoiUrol section :....: (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve t9osight to hatt11115• •• • product or material tested for quality assurance purposes. If this product or material fails to pet ferm in the ac capted • • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately tLboke, mod46J4 or ...... suspend the use of such product or material within their jurisdiction. RER reserves the righPWke this acceptance, . • if it is determined by Miami -Dade County Product Control Section that this product or material fails to n%JDQ • • •• 0 • requirements of the applicable building code. • • • • . ;. • •; This product is approved as described herein, and has been designed to comply with the Florida Building Vode• ' 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 renews NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0711.05 Expiration Date: 04/26/22 L� Approval Date: 09/29/16 Page 1 of 8 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. 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 the installation section herein. The attachment calculations shall be done as a moment based system. •"". 2. PRODUCT DESCRIPTION • • • • • • • Manufactured by Test Prod;;! ' Applicant Dimensions Specifications Descrlytipsi • • • • • • Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, hlij'$ j Tdssure Exjtv1pd • •:..' Width = 13" concrete roof tile with two nail'fioles. Fd1^dl?ect decko, • •; - thickness = 1-5/32" batten, mortar set or adhesive setapplications. • Saxony 900 Length = 17" TAS 112 Flat profile, interlocking, ltgh-•prpssure•exiruded • Split Shake Width = 13" concrete roof tile with two Ml hales. l;or jirect deck' thickness = 1-9/32" batten, mortar set or adhesive set applicatibrlt. 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 Saxony 900-Shake Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik-Drive Screws, Direct Deck) • • 009 The Center for Applied 25-7183-5 Static Uplift Testing TAS 102; .. " Feb"1995 • • • • • • Engineering, Inc. (2 Quik-Drive Screws, Battens)::.. "'. • The Center for Applied 25-7214-1 Static Uplift Testing TAS 102•.;.• March, 11995 ""• Engineering, Inc. (1 Quik-Drive Screw, Direct Deck.. 9• • • • • • The Center for Applied 25-7214-5 Static Uplift Testing TAS I Of.... NZM?,•1'995 Engineering, Inc. (1 Qui -Drive Screw, Batten • : • • .. . . ... � • The Center for Applied Project No. 307025 Wind Driven Rain .. . • • bct 4194 ...... Engineering, Inc. Test #MDC-77 TAS 100 Redland Technologies 7161-03 Wind Tunnel Testing •• bec'i991 • Appendix II & III TAS 108 (Nail -On) • • • • : ""; Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing • Attg. 1994 TAS 108 (Nail -On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 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 the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in con }�li.ce with the applicable Building Code. • • • •.... • .... • • 4. INSTALLATION • • • • • • • 4.1 4.2 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components s4ml be in9 a*fte* i in stricte... compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120: • •; ; 0000 • •'. • • Data For Attachment Calculations • • • •• • • Table 1: Average Weight (W) and Dimensions (I x w ). •••••• •' Tile Profile Weight-W (Ibf) Length -I (ft) Wici tRy? jft) • Saxony 900 10.9 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers - X (W) Tile X (ft3) X (W) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Split Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 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" (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 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 18 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field 24.3 24.3 ' 24.2 Clip) 1-10d Smooth or Screw Shank Nail (Eave 19.0 .19.0. ....1 Clip)•.. • 2-10d Smooth or Screw Shank Nails (Field 35.5 .35.5.. ••3.4' .8 2-10d Smooth or Screw Shank Nails (Eave 31.9 31,. �32.2 • 906860 ..... Table 5: Attachment Resistance Expressed as a Moment Mf qOWT •.;.. • .. for Two Paddy Adhesive Set Systems ;••�•� Tile Profile Tile Application Vinirpum A t0,011ment'• '..' Ilesistancg :. • Saxony 900 Slate, Shake & Split Shake Adhesive' 31.32�� • 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond- one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) 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 118.94 40.45 3 Large paddy placement of 45 grams of Polyset® AH-160. 4 Medium paddy placement of 24 grams of Polyset® AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 5 Tile-Tite Roof Tile Mortar NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT LOCATED UNDERNEATH TILE . 6. BUILDING PERMIT REQUIREMENTS ••.... 6.1 *00Application for building permit shall be accompanied by copies of the following-,.** • • • • 6.1.1 This Nonce o • Acceptance. • • • • • ...... 6.1.2 Any other documents required by the Building Official or applicable building code ip orApr to properly evaluate the installation of this system. • • • • • • '....' PROFILE DRAWINGS ...... NAIL HOLES V UNDERLOCK I SAXONY 900 - SLATE 5/32" (Slate) COVERLOCK NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 NAIL HOLES 0 PROFILE DRAWINGS 1-9/32" (Shake) 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 NOA No.: 16-0711.05 M1Ar1•oanEC UNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 NAIL HOLES V PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE 1-9/32" ;Shake.) ...... • s i• NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 '1.iv, MIAMI-DADE COUNTY I® PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ICP Adhesives and Sealants, Inc. 12505 NW 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 CwUr.W Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the ri�kt to havo this produets.... or material tested for quality assurance purposes. If this product or material fails to perform OUT the accepted manner, the - manufacturer will incur the expense of such testing and the AHJ may immediately revoke, "c4ifj, or suspend•the use- • • • • of such product or material within their jurisdiction. RER reserves the right to revolts this• acceptance, if it h • •. determined by Miami -Dade County Product Control Section that this product or material fails id %eet thl re41irements ' of the applicable building code. . • • • • • • • ...... .. ..... This product is approved as described herein, and has been designed to comply with the F4orida Miirig Code..... including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • •0 • . . . . ...... DESCRIPTION: ICP Adhesives Polyset® AH-160 • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY �uu..• wll 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 Product Descriptions • • • • 0 Specifications ICP Adhesives N/A TAS 101 Two component polyu;gU} ne foam'aQhesivg.�„� Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ...... . .. ..... ICP Adhesives ProPacko 30 & 100 N/A Dispensing Equipment.'.. . . '.:..' . . ...... ' ...... PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test 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.' 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 @I58°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 MIAMI•DADE COUNTY Expiration Date: 05/10/22 �Fj.... Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency 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-IPA 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/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD I1-93 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 1 t:16194 0 iA46/95 03/ 14Y96 04/.1M2 02/21/12 1 Q/23/g8 1 ��2�4•/9$ 03/02/99 LIMITATIONS: I. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MIAMI•DADECouNTY Expiration Date: 05/10/22 ae ' Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 maybe used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. .... 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is r:quyed before•applicatiore • • •; • of any adhesive. The mix ratio between the "A" component and the "B" component sha?l'be thaintatlTt d between • • 1.0-1.15 (A): 1.0 (B). �••••• •• "'•" 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF.1000 or.ICP�� Adhesives ProPack® 30 & 100 dispensing equipment only. • • • • • • • • • ...... . .. ..... 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. • .. .. ... ......• 8. Tiles must be adhered in freshly applied adhesive. Tile must beset within Ito 2 minute: * ter ICP Adhesives 00 Polyset AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in acc;jgance with the • • • • 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. • • • NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 �FJ...• 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 . •.'197 grams per bead edge) 20-25 sq. inches each • • bead • • • • • • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches •' 34 gra+i*rJw pan .. .. •..• .a: .. ••.•.• LABELING: •••••• • . . All approved products listed herein shall be labeled and shall bear the imprint or identifiable ; arkino of tl� • •: • 000000 manufacturer's name or logo and following statement: "Miami -Dade County Product Control•Qpprgved" or�tke•Miami - • • • • Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 NA through plastic cameart iwhee raquleadl Naddp I13aar•aAhTM•) Umerlaynm•na kt, I41n: i 84" Optional- Eawcourm 'r Toro. �.� 2 �, Fesrl• Ew• Q•.ut• Nall through plastk oemew lwhen rewulrt-O � _..-Rwdldy l�••thiilrl IMdrriyytnwne �� . 10 in.ac mat""soptignal loll � .~ i Lave cl"Ure Love tanrsa � J Reseda KO Wh POOpl•Nit s•¢•tm RNddyj IBun ytthTibrl llndret•yrarq { 14. 2In. wide 8•ab•ns apftnal o �.� l � Ea 0coutte- Fasda Weeph•i• Eawdesuro ioln �.?In. Wiped" APPROVED 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 cmz) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. • • •••• •••••• • • • • Medium Profile / Double Aa* *T-ii`e • r • • • • • • 1. Starting at the eave coursd,e0fty a rn:giN Grp 2" • (50.8 mm) x 10" (254 mnTrR I" (25.4 mm) foam **:**a paddy onto the underlaymantpbsitioded&shown•' • • • under the pan portion ofthe•t1e closestro the •••'�• overlock of the tile being set • 2. Continue in same man4e, Osle apprQxirgately 11• • • •; (109.7 cmz) — 23 (148.4 cmz) square inWaAesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 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 Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the Overlock c tfre�ile being set. . . .... ...... 3. Continue in same manner. nsure approximatePy 10 (64.5 cm2) - 12 (77.4 cm2) sggqrg mch a�hesry e • • • • contact with the underside 6f 14e tile. • • • • • • •••••• • •• ••••• Zia:: •••• •••••• Medium Profile / Double Pan•1!ile•• • •• . . . . ...... 1. Starting at the eave course, appjja minimum 2" (50.§••••: mm) x 10" (254 mm) x 1" (2-1.4 rhm) fc6a?1y%dy • • onto the underlayment positioned as shots ulider the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 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) N&H though pPas& ca t A@ft l0galr6dy r*4aY lA•IWN s'ni*) i z In. Battens epdonal Save couase etcie loin, 2 in. FAW d•swe Orlp edge APPROVED High Profile / Single 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 the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cmz) — 23 (148.4 cmz) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlockofti�etile . . .... ...... being set. • • • • .. .•. • ...... •• ...... 3. Continue in same manner. Lnsil�a approximately 17" • • (109.7 cmz) - 19 (122.6 cmz}square inch adhesive contact with the underside of ll"tile. : • •. • • . •... ...... . .. ..... • • • • • •••••• NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Mail through plastic cemerrt Paddy (between tiles] (where required) Battens optiona[ • Paddy iu nde► tile) !ilaglepaddy an top of ties 4 x 4 in. 4 single paddy tlrr 'r Z x 4 toi>G iu l��eaa�xe FlaVLow ProtileTile M30 through plastic cement Single paddy underlie (when required) Paddy (between tiles) Battens optionaI + Paddy (under tie) •c. P ..,f Single r� an top N 4:4in. in: `- sin a paadddy x 4 INKMIMent m lobe. tin. Eave Closure Eave Course Fascia Medium ProlileTile 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat the or under the pan portion of the tile for low or high profile tile closest to the Overlock of the tile being set. Leave 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 cmZ) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 (25.4 mm) foam paddy onto th'e uiadeerlaymellir Mt below • • • • • the second course line posifoned foaih'13addy ....... under the strengthening ;i• . • . � *flat tile, or under.. the. • pan portion of the tile, cloys;jt to the ;nderlock for:. •.. the second course tile to'gpijstalled. ;?Sure • • approximately 8-9 in' (5.14,5&1 cmZ) of Vhesive.„..• contact with the underside o€the tile.%%.' ...... (Instructions continued on ngxt,pkge) • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nallthrough ptastk Single paddy under file twten shed) Paddy ibetween tiles) OptionalBattens Paddy [under tile) 4x 41n. }� S 2x4in+ pa on top of tee EiVe Course `i da Weephole 10in. tin. Eaxe daxure Drip edge high Profile Tile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • •••• •••••• •••••• •• •••••• • ..•• . ...•• .••..• . .. •.•.• .. •• .... ...... . . . . ...••. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Mace enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications In contact with the pan tile. (when required) 2) Turn coven upside down. Mau adhesive In to 1 In. from outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq. in. contact area. r" Underlayment (motar shown) Fascia 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 �Ijaern - Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cmZ) — 70 (451.6 cmZ) square inch adhesive contact with toe tltidirside of the pan tile. . . .... ...... 3. Turn covers upside do >; ��osing the u nnerside of the tile. Apply a min"UT 1" (21.4 m6) x 1 a* *a e (254 mm) bead of adh%iyr.Arectlyetl rthe inner • .... edge of each side of the&QQw tile. f eayi: ..;., • approximately 3/4" (194irnrto I" rb4,4Am) from the outside edge p tke 4ile, inward, free of .' foam to allow for expansion:* • • • • e • e . e 4. Turn cover tile over aftV folm is apptigd and • • place onto pan tile course. Insure a tfiinhum of 20 (129 cmZ) - 25 (161.3 cmZ) 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 MIMIAMI- � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/eeonomv 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 frodect Concrei&ction ....�. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve thetfghtto have -tills •� or material tested for quality assurance purposes. If this product or material fails to pke?P4 f in the accepted • • • • • • product manner, the manufacturer will incur the expense of such testing and the AHJ may immediateiy revoke, modify, or ;....; suspend the use of such product or material within their jurisdiction. RER reserves the right 4Q' evoke thi; aes�ptance,* if it is determined by Miami -Dade County Product Control Section that this product or materj4l•faj) to mget t1V • • • 9' • • 0 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: BORAL TileSeal .".'. • •• 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 renewes NOA# 13-1113.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Freddy Semino �— NOA No.: 17-0530.10 MAMMDADECOUNTY Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36" x 36' rolls TAS 103 SBS self -adhering asphalt sheet material with a 36" x 72' rolls ASTM D 1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: ...... • • •: •. . .. . • ...... Test Agency Test Identifier Test Name/Report ..p,g • Underwriters Laboratories, Inc. R14610 .... Follow up Service •..... . .03/;�/02 ..... ••�••. IRT-Arcon, Inc. 02-012 TAS 103 •' (410—C102 •• PRI Asphalt Technologies, Inc. NEI-006-02-01 TAS 103 .04/Q/02 ...... PRI Asphalt Technologies, Inc. NEI-008-02-01 TAS 114 (H) • • • ..... ' 07/30./0200 • ...... PRI Construction Materials NEI-045-02-01 ASTM D 4798 & ASTM G 155 ' 0R+07 Technologies, LLC. NEI-053-02-01 ASTM D 4798 & ASTM G 155 05/01/08 NEI-076-02-01 TAS 103 / ASTM D4798 02/14/11 NEI-034-02-02 ASTM D 1970 01/29/13 NOA No.: 17-0530.10 MLAMII•DADEC04UIVTY Expiration Date: 07/31/18 n Approval Date: 07/27/17 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. .' • • •. .... ...... Note: When used in Tile roof systems BORAL TileSeal Underlayment sou tj�back naiiad;o '. deck with approved annular ring shank nails and tin caps at a maximum 6: o4.at the side�laps. • No nails or tin caps shall be exposed. • • • • • • • • • • 000000 • .... . .. • . • • ..... Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically 1"*IC jE;d Roof Tilci ..:..' Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies." • • • • • • • • • • NOA No.: 17-0530.10 MIAMMADEC ff NTY Expiration Date: 07/31/18 • Approval Date: 07/27/17 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 00 8. Tiles shall be stored on battens on roof pitches greater than 6:12". ." 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice ear *ceptwe luting • • � � : BORAL TileSeal underlayment as a component part of an assembly in the Notice of ,4 ance. If BQIZAL • TileSeal underlayment is not listed, a request may be made to the Authority Having JMi etion (AHJ) or the • Miami -Dade County Product Control Department for approval provided that appropilft•&curnentation is . provided to detail compatibility of the products, wind uplift resistance, and fire testing result's'" • • • •. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose.0%fling panels. Saveep ""• .... ...... the deck thoroughly to remove any dust and debris prior to application. • 11. When applying the membrane in the valley, start at the low point and work to the high po;nt, robing the membrane . • •• ... from the center outward in both directions. For ridge applications, center the membrane;and T911 from tie center. outward in both directions. 000 0 0• 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below END OF THIS ACCEPTANCE NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 4 of 4