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RF-19-21501 lq\k0� Miami Shores Village REGEsvEO Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FB(p�C 20Vi1 //�� t— BUILDING Master Permit No. t'0GGf —19--VIJ0 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ® ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL. ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR r DRAWINGS JOB ADDRESS: I L _ t� • D Z Folio/Parcel#: Is the Building Histoqla De : Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Z BFE: FFE: OWNER: Name (Fee Simple Titleholder): 4 G Address: It�l %� • Fi � ��),,. � �+j City: Aot4mim, ✓os Tenant/Lessee Name: Email CONTRACTOR: Company 6 ' Phone#: 7 94 * V 2 'Sa-3 35(39, Phone#: Address: l v City: —State: Zip: i Qualifier Name: 1 ►1�-�'�( \ Phone#: '��7 `� 3vX State Certification or Registration #: (ZGC _ �✓'V l 1 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: N� Value of Work for this Permit: $ Square/Linear Foota of Work: Type of Work: ❑ Addition El Alteration New Repair/Replace ❑ Demolition Description of Work: 4:0— I A Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ CAD TOTAL FEE NOW DUE $ Ll (. • /C7 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 cer that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating c struction and zoning. ' Al "WARNING TO OWNER: `OUR% FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAY11�1' WI it IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CON WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF.,COMMENCE NT r Notice to Applicant: As a condition to the issuance ojldir promise in good faith that a copy of the notice of co encen whose property is subject to attachment. Also, a certified cop for the first inspection which occurs seven (7) days after the inspection will not be approved and a reinspection fee will be ct Signature OWNER or AGENT �it with an estimated value exceeding $2500, the applicant must kd construction lien law brochure will be delivered to the person corded notice of com ence ent mu 'be posted at the job site pmit i issued. 1 the a e e of s h posted notice, the Signature The foregoing instrument was acknowledged before me this The foregoing instrume'fit w ack " iNledged before me this 03 day of Si�7�M ��-, 20 ( � by day of � 20 by Mft IZGCTEZ- i �ui L who is personally known to PC*—,) (>f F� . who is personally known to me or who has produced iVEe LASGE U5 as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: nn__ Print: Seal: APPROVED BY (Revised02/24/2014) identification and who NOTARY PUBLIC: Sign: Print: ( C --�[ SINDIA ALVAREZ Seal: MY COMMISSION # GG 238273 > EXPIRES: September 3, 2022 11 r Plans Examiner ssss*sss Structural Review �• MICHAEL MARTINEZ p� MY COMMISSION # GG041319 EXPIRES October 24, 2020 s*sss Zoning Clerk OWNER'S AFFIDAVIT OF EXEMPTION Roof to wall connection Hurricane Mitigation Retrofit for Existing Site -Built Single Family Residential Structures, Rev. 02-20-2015 Pursuant to Section 553.944, F.S. �w �� " PERMIT No: Job Address /Sl/ N. • /DL 61. Riot dtv�.ar� /e.S �L 33�38"' OWNER'S INFORMATION: (Only the owner of record may submit and must sign this application.) Name: Address/ City / State / Zip Phone No: M Dear Buil ing Official: I, certify that I am not required to retrofit the Roof -to -Wall connections o my bui ing because: ❑ The just valuation for the structure for purposes of ad valorem taxation is less than $300,000. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). P" When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.K. and the building was not constructed in compliance with the FBC nor with 1994 SFBC, an Affidavit of Roof to Wall Connection Mitigation Retrofit must be provided. Signitur# of the Property owner 1- 4 AftS .3_/y owner "Ile (Date) State of Florida ) County of Miami -Dade ) Sworn to and subscribed before me this G Day of �'fil"1 6"P-r— . 20 Byp G U-E�C F.Lv �— �� personally known ( ) or Produced Identification Type of Identification produced (SEAL)•"' �arP SINDIA ALVAREZ Page 1 of 1 • x , , .: MY CDMMISStON GG 238273 EXPI RES: September 3, 2022 ' Bonded ThN Notary Public Underwriters SECTION 1524 H[IGg VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS [524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner Kith the required roofing permit, and to explain to the owner the content of this section. The provisions of Mapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the ndustry for roofing system installations. Additionally, the following items should be addressed as part of the igreement between the owner and the contractor. The owner's initial in the designated space indicates that the item h been explained. 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion. perform standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aestheti such as color or architectural appearance, that are not part of a'Zoning code, should be addres as part of the agreement between the owner and the contractor. ' 2. Renaiting wood decks: When replacing roofing, the existing wood roof deck Tay have to be renaile in accordance with the current provisions of Chapter 16 (high Velocity Hurricane Zones) of the Florida Buil g Code. Ube roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or Veed .. !d n ti 3 the .'t.cc-jp=ts of dj;=--t ,urn cf r--3fi g ti'.i& tc be yerf6. izd. . Exposed eeiiings: Exposed, open beam ceilings arc where the thiderside of uie roof deeidag can be viom below. The owner may wish to maintain the architectural appearance; therefore, roofing nail pene .ons of the underside of the decking may not be acceptable. The owner provides the option of main ning this appearance. 5. Ponding water. The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer- Ponding may shorten the life expectancy and performance of the new roofing system- Ponding conditions may not be evident until the on roofing system is removed. Ponding conditions should be corrected. 6.Overfow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not oveyOaunce ed from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if ove scuppers (wall outlets) are not provided It may be necessary to install overflow scuppers in accwith the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing' 07. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Signs Date:/ 3 / Contractor's Signature: Permit Number. Property Address: ' ' .5kA+rCS %. 33t3g SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the designated space indicates that the item has been explained. 4 1. esthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) ar or the purpose of providing that the roofing system meets the wind resistance and water intrusion perfo ance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aes tic issues such as color or architectural appearance, that are not part of a caning code, should be addr a as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renal ed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida 13uil1ing ' ode. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or work c 1.e r rF� c � V".—.r 5 't 1 d ..t: ". h c �t of ^ S c t u--J- ,- of r^.Cft:a :� .).i: re rm.... r :1 n ;u: t< �„c::pa�.�s ,.d; b 4. Exposed ceilings: Exposed, open team c:eili,igs arc where the underside of the roof decking can be viewe from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail pene ons of the underside of the decking may not be acceptable. The owner provides the option of m ' ning this appearance. 05. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the o96. 00fing system is removed. Ponding conditions should be corrected. Overfloww scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if overflows uppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordap6e with the requirements of. Chapter 15 and 16 herein and the Florida Building Code, Plumbing. Z7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Si gna r Date:-9/3 /1 Contractor's Signature: Permit Number: Property Address: 5kh/LS 4 A Florida Building Code 6th Edition (2017) *NN High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) star Permit No. Contractor's Names Job Address Process No. ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set The ❑ Asphaltic ❑Metal Panel/Shingles W es• Shingles • A1*re • ❑ Prescriptive BUR-RAS 150 ':: Gas Sta s. •.' *ego • Ye6U--Noq + ROOF TYPE Type: Ngtorelp � C • • ❑ New Roof ❑ Re -Roofing ❑ Recovering ❑ Repair •+*};aintererpq ••:• 0 .. .. .. . .... . ROOF SYSTEM INFORMATION :":': ' Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)' * • • q: SOj4ei6h Section B (Roof Plan) Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow pers and overflow drains. Include dimensions of sections and levels, clearly Hv'dlmenslons of elevated pressure zones and location of parapets. 0 U ma SEEM M a a IN ism ME ills as a Io NMI IN lug as 0 U11 -unnolles. MIn E 1 an I r1ra 0 11 IN Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values • • • • • . .. for Mrwiththe values from M r If the M f values are greater than or equal to the 1Vi!r �� • • values, for each area of the roof, then the tile attachment method is acceptable: • • • �,�� • • • / Me#&O 1 "Moment Bas 14e Calculi dons Per RAS 127� •: • .. .. (Pi:� x x_ OWN — Mg: s MTt NOA 11' ke x y , (P:' x X.ys- — Mg: NOA A*0 I 9A.-1 (P3:f/"'f X I ''� — M$: = Mr NOA A-" • • � � �.. i • • .: Method 2 "Simplified Tile Calculation Per Table Below: .. .: Required Moment of RResisi-sttaancce•(K) From Table Below NOA If • • • l Mr quired Moment Resistance* • • • • MeWiloof Holght Slops i 15' 20' 25' 30' 40' 2 2 36.3 38.2 39.7 32.2 0 37. 4'.12 301 32.21 5:12 23A, 30.1 32. U.9 26 . 7.12 Y 25.9' Z5Z .0 *Must be used in conjunction wi h a list of moment based tile systems endorsed by the Broward County Board of Rules4nd Appeals. For Uplift based tile syste�s use Method 3. Compared the values for F' with the values for Fr. If the F' vs4ues are greater than or equal to the Fr values, for each area -of the roof, then the ifle attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI:_xl:_ x w:=---)—W:_xcos&:_= Fri:— NOAF' (P2:_x1:_ _x w:-_)—W:_xcos e:_= F12:_ NOA F' (P3:_x1:_= x w:a_J—W:_xeos0:_= Frs:_ NOAF' Where to Obtain information Description Symbol Where to find Design ssure P1 orP2 orP3 RAS 127 Table I or by an eogWeeting analysis prepared by PE on ASCE 7 Mean Roof l5eight H Job Site Roof lope g Job Site Mul Her NOA RestoringMoment due to M NOA Attachment Resistatwe Mr NOA Required Moment Resistanbc K Calculated -� Minimum Attachment F NOA Requhyd Uplift Resistance k, Calculated Aveta eTi1cW ' t NOA T e Dimensions w= NOA All calculations must be submitted to the Buil ' e ofpcmiit application. MIAMI- DEPARTMENT OF REGULATORY AND ECONOMICRESOURCES (RER) BOARD AND CODE: ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MiAMI-DADE COUNi'Y PRODUCT CONTROL SECTION 11805 SW 26 Street. Koorn 208 Miami, Florida*3#i'M-2474 T (78Cs) 3154590 F (18$4 i 02599 •.... • �� miamidadusov/cr►rmomy ' • .... • • .... SCOPE: " " This NOA is being issued under the applicable rules and regulations governing the use of con ROLM materials he documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Si"iento be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdict%i.(AI:J). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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 thejob site at the request of the Building Official. This NOA renews NOA No. 13-0723.05 and consists of pages I through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0711.05 Expiration Date: 04/26/22 t 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) C M%te Ru.711s, as • manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Aclel3tInce. Fbr locations • •; • • where the pressure requirements, as determined by applicable Building Code, do not ex*&Wle design ;i'bisure values obtained by calculations in compliance with RAS 127 using the values listed m tV installation section ...... herein. The attachment calculations shall be done as a moment based system. • . . . . ...... 2. PRODUCT DESCRIPTION • • • • Manufactured by Test Product 666* Applicant Dimensions Specifications Description Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tilt with two nail holes. For direct deck., thickness = 1-5/32" batten, mortar set or adhesive set applications. Saxony 900 Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Split Shake Width = 13" concrete roof the with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush 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-1 12 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness NOA No.: 16-071 1.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 0 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL, 2.2 EVIDENCE SUBMITTED: Test Allency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland 'Technologies Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida Test Identifier 94-084 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC-77 sees sees Test Name/Report �a je • • sees.. Static Uplift Testing • • •; • sees May 1994 • TAS 101 (Mortar Setj •••••. Static Uplift "Testing sees Mar�R'�' ?4 TAS 101 (Adhesive Set) ... e.. 0 e e 0 Static Uplift Testing TAS 102 • • • • • • Fc9.e 09a' (2 Quik-Drive Screws, Direct DecJM•:•: • Static Uplift Testing TAS 102 • Feb;1;9� (2 Quik-Drive Screws, Battens); .'. • Static Uplift Testing TAS 102 Marrhef%5 ('I Quik-Drive Screw, Direct Deck) 6009 Static Uplift Testing TAS 102 March, 1995 (1 Quik-Drive Screw, Battens) Wind Driven Rain Oct. 1994 TAS 100 7161-03 Wind Tunnel Testing Dec. 1991 Appendix .II & .III TAS 108 (Nail -On) Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nall -On) P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set), P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails R1.894/R2.894/R3.894 Physical Properties Aug. 1994 TAS 112 520109-1 Static Uplift Testing Dec. 1998 520111-4 'TAS 101 520191-1 Static Uplift Testing March 1999 TAS 101 Evaluation Calculations 25-7094 February 1996 Evaluation Calculations 25-7496 April 1996 Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7848-6 Evaluation Calculations 25-7183 March 1995 Evaluation Calculations Aerodynamic Multipliers 09/01/16 Calculations Two Patty Adhesive Set System April 1999 Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 RT0617 04-16 TAS 112 06/29/16 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 sees.. sees.. sees.. .sees 0 0 ee0e0 ceeeee 0eeee0 sees.. e 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with TAS 106. .000 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory -to porform quaat*Wy test in accordance with TAS 112, appendix 'A'. Such testing shall be submitte!l& t) t ie Bu�d�ng.Code Compliance Office for review. •••••• •••• 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Apl:l ,!tfitns Standards listed .... section 4.1 herein. . ••�� 3.5 30/90 hot mopped underlayment applications may be installed perpendiculaf to the iootslope tTnless stated otherwise by the underlayment material manufacturers published literature. • •: • . • •:0. 3.6 This acceptance is for wood deck applications. Minimum deck requirements sh;0 **41 compliaiice with the applicable Building Code. • • • 4. .INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 1.18, RAS 1 19, and .RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-1 (ft) Width-w (ft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - �. (ft3) Tile �. (ft3) (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - 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.: 16-071 1.05 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 15132" (min. 19132" •••. plywood) ply:vo4d1 •••••• Saxony 900 2-10d Ring Shank Nails 30.9 .1 • • 1 k Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9 • .9 Shake 2-10d Smooth or Screw Shank Nails 14.0 1 .8 7.4 1 .#8 Screw 30.8 9 .8 • •••q .2 2 .#8 Screws 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field 24.3 24SO • ••• 4.2 Clip) 1-10d Smooth or Screw Shank Nail (Eave 19.0 49.00 2-10d Smooth or Screw Shank Nails (Field 35.5 5.5. • 34.8 Clip) •• • : •••• 2-10d Smooth or Screw Shank Nails (Eave 31.9 31.9 ••M.2 Clip) Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.32 a 3 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 PolysetV 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(R) AH-160 Two -component foam 118.94 40,41 3 Large paddy placement of 45 grams of Polyset(& AH-160. 4 Medium paddy placement of 24 grams of Polyset-V 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.: 16-071 1.05 MIAMI•DAD; COUNTY= Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 5. LABELING 15.1 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 P.vAN.Ta� •., '••.., LOCATED UNDERNEATH 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 the Building Official or applicable building code to order to •� • properly evaluate the installation of this system. • •. •..,;� PROFILE DRAWINGS • • • NAIL HOLES u UNDERLOCK I SAXONY 900 - SLATE 5/32" (Slate) COVE.,RLOCK NOA No.: 16-071 1.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Paae 6 of 8 PROFILE DRAWINGS NAIL HOLES Note: Available Top Surface Finishes 5. Complete the brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE +� L 1-9/32',(�%ke) ••..;� • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 NAIL HOLES a PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE • • • 1-9/32"(Shake) '0 • NOA No.: 16-071 1.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 1 IAMI MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT Or REGULATORY AND ECONOMIC RESOUR ( ) 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 Contcol'Mrtion to be used in Miami Dade.County and other areas where allowed by the,Author•ity Having Jurisdiction JAHJ). • • • 0 * •' • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CodrltS;Product•C6rltrol SectiCl7••- (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reservelM -IAt to have this prodW..; or material tested for quality assurance purposes. If this product or. material fails to perform in the acc+a&r wnner,'the manufacturer will incur the expense of such testing and the AHJ may immediately revoke`,:rppdify, or suspend the *s* of such product or material within their jurisdiction. RER reserves the right to revpj e.os acctpVncT, if ii;100•0 determined by Miami -Dade County Product Control Section that this product or material "Js.W.meet the requirements.* of the applicable building code. This product is approved as described herein, and has been designed to comply wA tho*Folorid : Building Code.. including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: ICP Adhesives Polysete AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 14-0805.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY ,,,m m, M, NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 1 df 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP • Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 ...... .... Product15escriptioU .... • ...... 0900 Two component polyZQ Ltllane foA>ft4hesive so:*: Dispensing Equipmeri ...... 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 Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3:l Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI•DADE COUNTY= P JJ NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 2 of 11 EVIDENCE SUBMITTED: Test A2ency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier 494-060 257818-IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[1] 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 11-93 ASTM D 1623 ASTM E 108 •••••• ASTM E 108 ."". ASTM E 84 ••�• .&Vo: 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 02d01/94 •.•• 04 IM?993 1:i1,6U 01/16/95 .... 03/ 1 V96 04/ 18/4 2 10/23/98 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. S. 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. MIAMI•DADE COUNTY NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 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 Mai ntenance.l3ooklet. .... ...... 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licenseA30}. P Adhosiv:: and •• Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicateo-%"tile autTi4i*yTiaving0•6:• jurisdiction. • 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is rtMr:4 befo>'�' •ltcatio • of any adhesive. The mix ratio between the "A" component and the "B" component s4- .4e.yiaintaii;e.4betwee4":"." 1.0-1.15 (A): 1.0 (B). • .... .. . ...... 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser'"Rl=00 or ICI Adhesives ProPack® 30 & 100 dispensing equipment only. 60"69 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. ".." •• :••��% S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset' AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires -the specific placement noted herein. MIAMI•DADE COUNTY NOA No.: 16-0315.01 "' Expiration Date: 05/10/17 Approval Date: 04/07/16 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 Profiles All Eave Course 17-23 sq. inches 45-65 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 42 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches as gra>'hs•ggr paddy head of tile 9-11 sq. inches at•• •.12 • • .. overlap •••:•• '.:..' Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal . ., 17 grams per bead•• edge) 20-25 sq. inches each• • ..' "• • • bead •• ••• .... • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • • .. .34 grams under pan ABELING: ' • • • All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY 1 BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI&E COUNTY NOA No.: 16-0315.01 . Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 iRtd%mug1hplaikkcamant Paddy I.BantratitUa) 41Araqulrulp� Urxl•rUym•nt r n x. .� `�. • � ram,.'`. Uartwrsapltanal r" `� �: `sti, To `.y;"� !,;rrrascla Ewe Clusurt +�,''`' •'r Nall throughptasinc comerrt lwhen regpdred) µN-Idy1R«nrw[hTi-WI ^- Eatia tlusuta Fascia l+kwl rhasxu�r pIwNIG w�nR- (wkanragtktvi► ~° _-PtdaY16Wn1tw1frTilai UndwlayrwmC 1a' \ If cout Weephate 1plrr. In, �,` Eawdosuse MIAMI•DADE COUNTY Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm') — 23 (148A cmZ) square inch adhesive contact with the underside of the tile. •••••• •••• •••••• • Medium Profile / Double PW Tile ; • • •; • ' • •••• • ••••• 1. Starting at the eave coin.jpply a rou ipmom 2" • • • • • • (50.8 mm) x 10" (254 rnrn) x 1" (25.4 %n) foarn paddy onto the underlayment positived v shown..,;. under the pan portion of the ii.le clos:A'tb'tfie overlock of the tile being se1.: • • •••• 2. Continue in same manner. Insure approximately 17 (109.7 cm') — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. 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 cmZ) —23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 6 of I ADHESIVE PLACEMENT DETAIL # 2 KAN41roughpNoIca*mvnt PWddyl111rnWhTilel W* m rcAui'rodt Uwdartryntoiu r^l f{ '"'C �� lift a �� , • it 9atta�ts Banat ^ � `` Q. ' * `�• Pwt Closure. _ r •°yM.i Y r Nail through plastic ve.nent twhtn ►tquie edl 49oritatle1114) 4— nJrtl+ytiswne �i � .y'w.,,, Utierws op6onsl 10 fit, 2 in. EAVV G4Mt�w- `r �,. fwrtia QMIAWMI-D�ADE C TY e e Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam&dyonto the underlayment positioned ;s s4ftn undet the • • • •' • strengthening rib closest toyne overlock oi'tT>r tile '. being set. "':'• '••• ••"'• 3. Continue in same manner!J*.n"s*lra apprcriMt�ly 10'; • • • • • (64.5 cmZ) - 12 (77.4 cmZ)ajgWl; inch ai�l�e.�ive ••;••' contact with the underside.0the tile. ...0•0 Medium Profile / Double Pao Tije• • :0000: • a • 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 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 overlock of the the 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.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall llrrvsug`lipta:akca wnt ,, lwhaiwragwlradj .P"dirl8eitwhTI10 4149mvn4 7 r�! 72 lit. .. �. Hm[ans aptlankl EevrCourx010 �-NN 10 in. in. / rave Cksum r ,i� f` r brlµ adya MIAMI•DADE COUNTY ,,01 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 min) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overipGj pf the tile being set. Insure approximately 17 em2) • • • • • 23 (148.4 cm') square inch adiheslve cor4tactwith the underside of the tile. • • •; • • • • • • ....:. At the second course, apply a i%imum:1'', ,. .8mml • x 7" (177.8 mm) x 1" (25.4 mmj foam paddy onto th*e';"• underlayment positioned a: iho on underhe'pan � ...: • portion of the tile closest tg jl; i pyerlock of the the being set. ••••�• Continue in same manner. im*ure+approxilnaLely 17': (109.7 cm'-) - 19 (122.6 Cm2) square incT4*}esive contact with the underside of the tile. NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nall through plastic cement Paddy (between tiles) (when required} eattensoptlonal ° ° Paddy (under tile) single paddy r fjr an top of toe 4x6in. "rry" 5uusrggI dd singlepaddy on ursdertayn ent z x d ln. ascia "-- Ea veClosure Flat/Low ProflleTile Nall through Plank cement Single paddy under toe (when required) Battens Reddy (between tiles) /Paddy optionar (under tiler / y strw le paddy on top of toe,+-� x 41n. 2 x 41n •�,y 'y singgle paddy en , unafertaymeht t o 1n.�c' tin. Eave Closure Eave Course Fascia Medium ProiileTila MIAMI•DADE COUNTY ,...r r ■ 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up frohrtrlreeeave edge free of foam to pre:ienj 14e expaitdet� adhesive • • • • from blocking the weep ttdles.• Insure . • •. • • approximately 17-23 int:Nl.i-148.4 cnl� of • • • • • • adhesive contact with th .>iln rside of tli etile :....: •••• • ••••• 2. Apply a 4" (101.6 mm) "4': F t01.6 dim)•x Z " (25.4.... mm) foam paddy onto t+it"-i erlayment just below .• the second course line lositioned foW.paddy • under the strengthening rib 0; flat tile, or under tt; 0 • pan portion of the tile, closestto thellndtflock fot • the second course tile to be installed. insure approximately 8-9 in' (51.6-58.1 cm') of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nall thmughplast)cce r* Single paddy under file twhen required) \ Paddy l6etween[iies7 Battens Pdonai Paddy iunder tllef -- Y 5imie addy on undedaym t* r Single 2 x a In. ^ `; paddy on „ top of We Eave Course } Fasda Weephole t8in. 2in, a gdasure Dripedge 1419h ProilleTlle MIAMI•DADE COUNTY ,.,.1 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 the surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 emz) - 11 (71 cm2�square inch adhesive •.t•:• contact with the underjiek q the tilc•�t�l�e overlap..: • and 7 (45.2 cmz) - 9 (5�•j,�p�z) square ipch 0 • adhesive contact with t"wadersideooftlw tile atr••••• the head of the tile. Corltirale•in sari e mariner. • • • • • •••••• •••• ••••• •• •A •• • ••••. •••••• • • • •• • • •• • • • t •0900 NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 10 of 11 M 1®DADE • 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.2ov/economy Polyglass USA Inc. 1111 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 RER - Product Contr.WAsection to be used in Miami -Dade County and other areas where allowed by the Authority Having JuriltlicLien (AHT}...' • • • .. . . .. • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County fteduct Control Sectipp..: (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserV(fdfL- fight to have this . product or material tested for quality assurance purposes. If this product or material fails toP�%orn il14(�;jcepted' • •': manner, the manufacturer will incur the expense of such testing and the AHJ may immediatcty revoke, modify, or • • • • • suspend the use of such product or material within their jurisdiction. RER reserves the rWA tQ•revok* TA! acceptAfft*, • if it is determined by Miami -Dade County Product Control Section that this product or inateri3Lfails to meet the requirements of the applicable building code. : • • • • ....:. This product is approved as described herein, and has been designed to comply with the flo;i9a Buildin'g'CEde • including the High Velocity Hurricane Zone of the Florida Building Code. .. • ; • • • :" ... DESCRIPTION: Polyglass Polystick Underlayments 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 tennination 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 1 through 8. The submitted documentation was reviewed by Freddy SeminoJ NOA No.: 17-0614.22 MIAMI-DADE COUNTY Expiration Date: 09/13/21 LUZ 1 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category Roofing SubMCategory- Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product. Product Dimensions Specification Description Polystick IR-Xe 65' x 33'/a" ASTM 15 1970 A fine granular/sand top surface Self-adherin9, APP bituminous Or 65' x 3' polymer modified, fiberglass reinforced, Manufacturing 60 mils thick sheet material for use as an underlayment in sloped roof - Location #1 & #2 assemblies_ Designed as an ice &rain shield. Polystick Dual Pro 61' x 33 '/a" .... • deft/ 1 ester...... TAS 103 and A rubberized asphalt self-adhe��y gals- Ps Y • _ waterproofing Des'S adS a 60 mid thick ATM D 1970 reinforced men*MS.• • , • Manufacturing metal roofing and roof file undo ent. Location #2 61' x 3'3 ;/a" a ..: • • • • TAS 1Q3 and A rubberized asphalt self-adhat�np,.glass-fi(1#Yg • Polystick Tile Pro 60 mils thick ASTM D 1970 reinforced waterproofiing men4bM- Designed as a.metM ; • • • Manufacturing - roofing and roof file underlay=W. • Location #2 Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester fc nforced ' as a roof file •' • • • • DQsi410 60 mils thick ASTM D 1970 waterproofing membrane. a • Manufacturing : underlayment. • • .. • • • • • • • Location #1 & #2 Polystick TU P 32'10" x 31'/e" TAS 103 and A rubberized asphalt waterproofing membranb; glass - 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Manufacturing designed for use as a file roof underlayment. Location #2 Polystick TU Plus TU Plus 65' x 3'3 '/s' TAS 103 and A rubberized asphalt self -adhering, glass-fiber/Polyester membrane. Designed as a metal' ' (Surface rinting) 80 mils thick ASTM D 1970 reinforced waterproofing roofing and roof file underlayment. Manufacturing Location #1 8t #2 Polystick NITS 65'8" x 3'3'!a" TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic fihn Manufacturing... - 60 mils thick on the upper surface for use as an underlayment for metal Location #2 roofing, roof tilq slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 31%" TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film Manufacturing 60 mils thick on the upper surface for use as an underlayment for metal Location #2 roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 33 '/s' TAS 103 and Polyester reinforced, SBS modified bitumen membrane back face and a granule top surface. For Manufacturing ASTM D 6164 with a sanded use in roof tile underlayment systems. -Location #2 NOA No.: 17-0614.22 Expiration Date: 09/13/21 w- '� �� % . 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 P108.70.09.08-R1 TAS 103 12/04/00 1310870.04.09 TAS 103/ASTM D4798 & G 15 5 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 . "26/11 P36900.09.11 TAS 103/ASTM D4798 G15� � • OW81 / 11 ...... P37300.10.11 TAS 110/ASTM D4798 & V1970 ; J019/11 •, P40390.08.12-2 •••••• ASTM D 1623 'W/07/12 •••••• P37590.07.13-1 ASTM D6164 t/02/13 .... P45270.05.14 TAS 103, TAS 110 & ASTM JILM23 ; • •cri+'i 2/ 14 � • � • P46520.10.14 ASTM D 1623 ...... . Agf03/ 14 • P44360.10.14 TAS 103 & TAS 11A'..' ' P*M/D7/14..•.,, P43290.10.14 ASTM D 1970 & TAg f f 9 • • W117/ 14 .' PLYG-SC 10130.06.16-3 TAS 103 & TAS 1 N eq j/;7/ 16 • • • • • PLYG-10130.06.16-1 ASTM D1970 & TAS: 114'. 06/27/16:....; PRI Asphalt Technologies PUSA-035-02-01 TAS 103 •:fl9/' 9/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G 15 5 04/01/08 RX14E8A TAS 103/ASTM D4798 & G 15 5 11/09/09 DX23D8B TAS 103/ASTM D4798 & G 15 5 02/18/10 DX23D8A TAS 103/ASTM D4798 & G 15 5 02/19/10 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. MIAMFDADE 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 MIAM4DADECOUNTY 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 II 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 MTS 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 AnchorBase Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. • Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. of a min1mum.4;.4erd lap. ffcx• • base sheet only) 000• • • • • • Membrane: Elastoflex S6 G, hot asphalt applied • • • • Surfacing: Sec 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 MTS Plus, self -adhered with mimmun: 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 MIAMI•DADE COUNTY 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 RAS 111. 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 bath directions..... ...... 6. Roll or broom the entire membrane surface so as to have full contact with the surfacV, gibing s*cj!1%tention % to lap areas. ...... .... ...... 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assen ly.Current.Product Coriffi"; Notice of Acceptance. 000000 .�....• ..... 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. T MI M:hing ta'j %91hall be""' pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. 0 . . . . . ...... . GENERAL LIMITATIONS: 0 1. Fire classification is not part of this acceptance. 00*0 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. 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 tile systems only. 3. 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 NITS 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 NITS 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 NITS 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 NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 8. 9. Rule 61G20-3 of the Florida Administrative Code. 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 tile 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 the applications with the exception of mortar set tile applications. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) • • Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick :Sjgtem (0) Profile MTS S6 G TU P, Tile Pro, TU Max M731:m M•P9flus Wkke Dual Pro 7U Plus ; • • Flat Tile Prohibited 4:12 6:12 6:12 L2.' : "' V 12 . • without battens ...... .... ..: Profiled Prohibited 4:12 6:12 6:12 1 • • 6! 12 • • • • Tile without battens I I• The above slope limitations can be exceeded only by using battens in accordance 4ith jhg Approved file System s Notice of Acceptance and applicable Florida Building Code requirements. When bAttens'are reAWfe% they shall - .... be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two 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. a 0 F0 N tD 'OLYSi1CKTU PWs NOA No.: 17-0614.22 mmi.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 MTS 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'MPIVPRA • " 000000 .... ...... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LEWTATIONS OF SPECK9dAXPI.ICATIQNS. • • • • • • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOM'(S�TIONSti• • • . .... . ..... 1. Polyglass does accept the direct application of Polystick un&rlayment membranes to wo5&'d ks. Ipste 1 rs are..:..* cautioned to refer to applicable local building codes prior to direct deck installation to jns�uid this is ate;ptable..... . Please also refer to applicable Product Data Sheets of the corresponding products. • 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edg; se' w as pef MIMass . Back Nailing Guide. Nails shall be, I 1 gauge ring shank type, applied with a minimum I %" tnetal Ali Pk as . required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minMtun rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area pars clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the 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 Polyphus 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 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 %"/12", precautions should be taken, such as the use of battens to prevent rile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is FortyEight (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 by applying Polyglass Po!yplus 55 Premium Modified Flashing Cement, Polyglass Po!yplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MS 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 hMAMFOVIDE COUNiY Expiration Date: 09/13/21 i 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. It. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approves substrate technical bulletin car. 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 fer 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 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable preacedure1;:0Vp 0tlined bi•••• the National Roofing Contractors Association (NRCA). •• • . •, • •••••• •••• • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF Sj'rCiFIC APPLICATIONS,, ,, 0 LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RE4AkWh-0_NDA-tf0R3! • •••• •••••• • • END OF THIS ACCEPTANCE ;; •;; • "• ' • • • • • • .••••• . • ••••••• .. . . • • • • sees NOA No.: 17-0614.22 MAMF M CO = Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 71 Now Roof ( ❑ Re -Roofing � ❑ Recovering ❑ 5r-%-nc QVQIMY INF[]RMA-nC 71:11: • • is ppers and overflow drains. inciuQe alrnensKmo ur sevc ••---_-•_-- _�_•.�a�J �.�.s�...��~re! end Is%eaff fn n Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped. Roof System, Roof System Manufacturer: : .. Notice of Acceptance Number: • ...... Minimum Design Wind P essures, IfApplicable (From RAS 2T•grffiIculatImfis); P1: P2: 123: Maximum Design Pre sure • • • • From the NOA Specific System): — Method of the attachment: ri Steep Sloped Roof System Description Deck Type: Type Un Roof lope: 12 Ridge Ventilation? lation: a Mean Roof Height: Type & Spacing: iesive Type \Type Cap Sheet: (— Covering: \ige:Type & SizzeeDriip3 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) . .... .... For Moment based tale systems, choose either Method 1 or 2. Compared tlklgluls • • •. for M r with the values from M r If the M t values are greater than or equal tq J4g W • values, for each area of the roof, then the the attachment method is accepta1 j.: • • �s . / Me oo 1 "Moment Bas �ii�ee Calcul dons Per RAS 127" � � � • " --so * • 00 (Pt: z — Mg: (� - K, NOA 11f� #_ 7(' .. (P3:l�_ z I . � .S" — Mg: = Mr NOA N goo. . • • Method 2 "Simplified Tile Calculation Per Table Below'r : • • • : • • • • Required Moment of Resistance (Mr) From Table Below NOA Mj_ • • ; • • • ... . l Mr qulred Moment Resistance" OW Helght- 3wi* 15' 20' 25' 31W 40' 2 36.3 9.7 32.2 .0 3 . 2 301 32.2 .1 37.3 5:12 28 t 30.1 31.6 2 .4 7:12 24A Y 25Z 3o.o "Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rule`s`tand Appeals. For Uplift based tale systems use Method 3. Compared the values for F' with the values for Fr If the F' val4es are greater than or equal to the Fr values, for each area -of the roof, then the ' e attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt:_x1:: w:—^)—W:_zcos8:_= Frt:_ NOAF'- (Pz:`zl:_ z w:-_)—W:_zcose:_= Fr2:_ NOAF' (P3:_z1:_=z w:=_)-W:_zcds9:_= Fr3:, NOAF'- Where to Obtain Information Description Symbol Where to find Deign Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE Fased on ASCE 7 Mean Roof Neight H Job Site Roof lope g Job Site ' Mul liar NOA Resto ' Moment due to GnWily M NOA Attachment Resin Mr NOA Moment Mr Calculated Mmimum Attachmetrt F NOA Rephyd Uplift Raaistance F: Calculated Avers eTile W t NOA es Dimensions N A All calailations must be submitted to the Building W=it a of tail application. MIAMI-lam MHAMI-DADE COUNTY mm PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1.1805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Flori4at. t, 1s 2474 T (78:) 31�}.590 F (74!('ji ST5-2599 '"• • • • NOTICE OF ACCEPTANCE (NOA) `�`= • + • • w��tT.tniamidxd ov}tat nnmY Boral Roofing, LLC 7575 Irvine Center Drive, Suite 1.00 Irvine, CA 92618 SCOPE: • • • • • • • • ..•... • This NOA is being issued under the applicable rules and regulations governing the use of consjructiO: materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control SwWilto be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdictitu,(%lriJ). . .. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity .Hurricane Zone of the Florida Building Code. DESCRIPTION: 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 I through 8. The submitted documentation was reviewed by Alex Tigera. -1 NOA No.: 16-0711.05 MIAMI-DADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page i of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete ."". Deck Tyne: Wood : .'. �'�� •�� ...... .... ...... 1. SCOPE ...:.. This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) oconerwte R;0f.el}e, as • manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acce}�tance. Foljyiations ��,�• ..,. .. where the pressure requirements, as determined by applicable Building Code, do not ejjee�,ttte destapre$sure „•,,, values obtained by calculations in compliance with RAS 127 using the values listed yL�14 nstallatior6section .' herein. The attachment calculations shall be done as a moment based system. . . . . ...... 2. PRODUCT DESCRIPTION • • • " ' Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof the with two nail holes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive set applications. Saxony 900 Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Split Shake Width = 13" concrete roof the with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof the with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Trim Pieces length: varies TAS-1 12 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness NOA No.: 16-071 1.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 2..1 MANUFACTURING LOCATION 2.1.1 Lake Wales, Ff.. 2.2 EVIDENCE SUBMITTED: :� •• '. • • • • • • Test Allency Test Identifier Test Name/Report ••...• Date: . ••• The Center for Applied 94-084 Static Uplift Testing •"' •May 1994 • Engineering, Inc. TAS 101 (Mortar Set) .'••• . ••• • •Niarch,•1W*0 The Center for Applied 94-060A Static Uplift Testing Engineering, Inc. TAS 101 (Adhesive Set) ,• ••• • • ••:. The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 ...••• Feb. 19915 Engineering, Inc. (2 Quik-Drive Screws, Direct Deck; � • The Center for Applied 25-7183-5 Static Uplift "Testing TAS 102 Feb. 4)9 • Engineering, Inc. (2 Quik-Drive Screws, Battens) •• • The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 019 Engineering, Inc. (1 Quik-Drive Screw, Direct Deck) .000 The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik-Drive Screw, Battens) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC-77 TAS 100 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix If & .III TAS 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set). Redland'Fechnologies 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 5201 1 1-4 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 Engi need ng, 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 Pa ;e 3 of 8 3. LIMITAT.IONS 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. 0 ••••• 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to p�'fdrq quartei'19test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted tr•t4w.$uildirk .0tne Compliance Office for review. •••... .... 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Appligtlei+yStandgds listed section4.1 herein. •••• ;•••.. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the r*e(f%*:pe unlcj�jtated otherwise by the underlayment material manufacturers published literature. 00 "so • 3.6 This acceptance is for wood deck. applications. Minimum deck requirements shalt beyn:,ompliance with the applicable Building Code. • 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 1.18, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile X (ft3) (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - 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 S lit Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 16-071 1.05 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. 1942" . . "'• plywood) plywood] • •� ' • Saxony 900 2-10d Ring Shank Nails 30.9 38.1 ." .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 18A' • 7.4 1 48 Screw 30.8 30.8 ' . 7 • 2 48 Screws 51.7 1-10d Smooth or Screw Shank Nail (Field 24.3 24-1 V.2: Clip) . •.... .• 1-10d Smooth or Screw Shank Nail (Save 19.0 19.0 • 22g1 2-10d Smooth or Screw Shank Nails (Field 35.5 357T 3.4.8 Clip)' • 2-10d Smooth or Screw Shank Nails (Eave 31.9 31.9 32.2 Clip) Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.32s3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company Tile Bond— one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polysetf) 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 PolysetO AH-160 Two -component foam 118.94 40.45 3 Large paddy placement of 45 grams of PolysetV AH-160. 4 Medium paddy placement of 24 grams of Poiyset 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 ADECOUNTY NQA No.:: 16-0711.05 MIAMI•D A � �, 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 NT) LOCATED UNDERNEATH TILE • • • • • • 000000 ..... ...... 6. BUILDING PERMIT REQUIREMENTS .. .. 6.1 Application for building permit shall be accompanied by copies of the following: ;••:•: . . 00 6.1.1 This Notice of Acceptance. •• „• ...... 6.1.2 Any other documents required by the Building Official or applicablebuild rig g8de in o?der to properly evaluate the installation of this system. •' ••• ....0 . . � .PROFILE DRAWINGS NAIL HOLES lu UNDERLOCK I SAXONY 900 - SLATE 5/32" (Slate) COVERLOCK NOA No.: 16-071 1.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 PROFILE DRAWINGS NAIL HOLES Note: Available Top Surface Finishes 5. Complete the brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE •••• *Soso • �.•• • • . • •••• ••••:• • 1-9/32" (Shape) • :3„ • .•• NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 NAIL HOLES PROFILE .DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE ...• . .... ...... —r-r 1 t)/32" (Shjktl •; - .... .. ...... NOA No.: 16-071 1.05 MI F-jw Dfyi COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 4. MIAMI-DADE COUNTY MIAM4pADE oDUCT CONTROL SECTION 11805 Sw 26 Street, Room 208 W:++�+ Miami, Florida 33175-2474 DEPAR OF REGULATORY AND LCONOMIC RESOURCES (I2E 6) 315-2590 F (786) 315 2599 BOARD AND CODE ADMINISTRATION DIVISION w,, miamidadc govleconom_Y_ NnTICF OF ACCEPTANCE NOA Polyglass USA Inc. I II I W. Newport Center Drive Deerfield Beach, FL 33442 . . .... ...... SCOPE: • • • materials' %he ..... ....:. This NOA is being issued under the applicable and accepted by 1Miami Dade County RER f Prod>�ot.�e>atrol Section to be • • documentation submitted has been reviewed p the Authority Having JurisdictiQiz {A'1;J)• . used in Miami -Dade County and other areas where allowed y .... .Lgo...... ..... hrtohavet'aiS •••••� This NOA shall not be valid after the expiration date stated lbelow. iami-Dadei County) reserveade the!1igh? to ha ee 4 ��tion . • . (in Miami -Dade County) and/or the AHJ (in areas other t n the ace ted Oi�y... pe:f product or material tested for quality assurance pub such testing oses. if this product e AHJ may im nediately e Mlle, lno� or • • • • � • manner, the manufacturer will incur the expense o suspend the use of such product or material within their JiSectionictiolthatEhis producttor material is to mk A8 .ance,� • • • P if it is determined by Miami -Dade County Product Control requirements of the applicable building code. This product is approved as described herein, and has been designBuildied t odeo comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida DESCRIPTION: Polyglass Polystick Underlayments Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following LABELING. statement: "Miami -Dade County Product Control Approved, unless otherwise REN EWAL 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. revision or change in TERMINATION of this NOA will occur after the expiration dsuse there NOA as anendorsement of any product, the materials, use, and/or manufacture of the product or process. M of this sales, advertising or any other purposes shall automatically ateterminate this NOA. Failure to comply with any section for sa > of this NOA shall be cause for termination and removal of NOA. Florida, and followed ADVERTISEMENT: The NOA number preceded by the words Miami-Drtdoe o f County, A is displayed, then by the expiration date may be displayed in advertising literature. If any p it shall be done in its entirety. INSPECTION• A copy of this entire NOA shall be provided to the user by the manuf, shall be available for inspection at the job site at the request of the Building Official. 3 a T410.04 and consists of pages 1 through This NOA renews and revises NOA No.15-03 g The submitted documentation was reviewed by Freckly Semino., m c z WMIAMI•DADE COUNTY '...� _t ROOFING COMPONENT APPROVAL Cateaorw Roofing Sub-Cat+eawn Undedaymcrit Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product- .... pr a1Kt I)hme>�cions Descr�iiptiog, • $peCl6Catl0A .... ...... A fine top %ditdh . • Polyscm* IR-Xe 64 x 33-3/8" Or 6S x 3 ASTM 151970 granulat/sand •tWPAPP polymer bittiemnous • • • • • . 1 modified, fiberglass r dr -4 • Mmrrrfacaning sheet for use as an.rmesayment in slbped roof....: Location #1 & #2 60 mils thick assemblies.- Designed as an idq pain shields.:. :0000- Potystick Doal Pro 61' x 3"3-'/s" TAS 103 and A rubberized asphalt self o . . g1a�'0epD��' • " waterpmofing me�ane. Demi" 9s a • • • • • • - Manrrfactruaeg 60 mils buck ASTM D 1970 reinforced - . metal roofing -and roof the u*Ierlay*nt . 0. Location #2 61' 33-A/s" ....: • see*** TAS 1Q3 and A rubberized asphaltself a&.4ass fibdlpol .... ; Polystieh THe Pro x 60 mils thick ASTM D 1970 reinforced wateit►rooing membrane- Dar a,metal • Manrrfacwft - roofing and roof tile underiayment- Location 42 Polystick TU Max 65V x 33-38" TAS 103 and A rubberized asphalt self -adhering, polyester remfarced 60 mils thick ASTM D 1970 waterproofing membrane -Designed as a a roof the Mancnaing e, fa underlayme riL Location #1 & #2 Polystiek TU P 3710" x 33-3/s" TAS 103 and A rubberized asphalt waterproofing membrane, 91ass- 130 mils thick ASTM D 1970 fber/polyester reinforced, with a granular surface Manrrfaclravrg - designed for use as a file roof underlayment • Location #2 Polysi clk TU Plus 6S x 33-14" lYester TAS 103 and re rubberized asphalt sing �Designed as (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing metal, roofing and roof tile. u hderlayment. Mam¢acaving Location #1 & #2 ` - po ick Nnm 65T" x 31-34" TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefimc film Manafacitwing, 60 mils thick on the upper seuface for use as an underlaymmt for metal Location #2 roofing, roof tile, slate tiles and shingle u ndedayment Polystk k pM Plus 65V x 33-Na" TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefmic film Mararfadroneg 60 mils thick - on the upper surface for use as an underlaymcnt for metal Location #2 roofing, roof trle,.slate tiles and shingle rmderlayme aL Elastellex S6 G 3210" x 33-%" TAS 103 and Polyester reinforced, SBS modified biturnert membrane ASTM D 6164 with a sanded back face and a granule top surface. For manufachving use in roof file underlayment systems. Location #2 NOA No..: 17-0614.22 HA DECotA11Y 1 Expiration Date: OW1321 Approval Date 07/06/17 Page 2 of 9 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test A2encTest Identifier Test Name/Report Date Trinity ERD P108.70.09.08-R1 TAS 103 .""12/04/00 P10870.04.09 TAS 103/ASTM D4748 8st-155 ""04/13/6V::* P33360.06.10 ASTM D197.0.:.., .�„�67/O1/jQ.„� P33370.03.11 TAS 103 .,,;,, 03/02/11 , P33370.04.11 ASTM D 1623.... 04/2641"': P36900.09.11 TAS 103/ASTM D4748,&(!155 :****89/01/}}... P37300.10.11 TAS 110/ASTM D47980&,•DI970 I P40390.08.12-2 ASTM D 16V 0 .'';'10/19/i2'''0 " 68/07/12":' P37590.07.13-1 ASTM D616V �: *: 0 07/02/13 .• P45270.05.14 TAS 103, TAS 110 & A�TM,D1623:... :85/12/14***, P46520.10.14 ASTM D1623..' ; . ..10/03/j4''; P44360.10.14 TAS 103 & TAS 110 6.%.10/07/14 P43290.10.14 ASTM D 1970 & TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 & TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, lne. JX20H7A TAS 103/ASTM D4798 & G155 04/01/08 RX 14E8A TAS 103/ASTM D4798 & G 155 11 /09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G 155 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. =MIAM16�DAnF COU TY BUILDING PERMIT REQUIREMENTS: I 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 to deck, merbrane adhered Anchor sheet mechanically fastened System Type E(1): of ASTM D 226 Type 11 or AETM D 2626. Anchor/Base Sheet: One or more plies 1518.2 & 1518.4 Mails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for Fastening• Per FBC base sheet only) Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick Membrane: Polystick IR-Xe, Polystick Polystick MTS or Polystick MTS :usS0 adhered. ...: �. TU P, Polystick TU Plus, .. .... • • • • • • See General Limitations Below. .... Surfacing: 000000 .... . ..... Wood, non -insulated Deck Type 1• • • • • or wood plank .. .. .. • • • • 0.0 Deck Description: Min. 19/32" plywood mechanically fastened to deck, membrane adhered .... System Type E(2)= Anchor sheet • e II or ASTM D 2626. ' 0..... ...... ASTM D 226 Type Anchor/Base Sheet: One or more plies of • 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. atalnolimury 4',head lap. Fastening: Per FBC base sheet only) 0600 Elastoflex S6 G, hot asphalt applied Membrane: See General Limitations Below. Surfacing: 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 Mails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) ply Sheet: Polystick MTS Plus, self -adhered with mini mun: 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 M""WI DADE COUNTY Approval Date: 07/06/17 ... a I 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 RAS 111. 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, ro?Ililg the ..• ...... membrane. from the center outward in both directions. . •, 5. For ridge applications, center the membrane and roll from the center outward in hotla.dicectiorfs.:..' ,,, •;, 6. Roll or broom the entire membrane surface so as to have full contact with the surfl(4, giving special attenttgrl to lap areas. .... � . 9 • 0 •. • • .... . 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Ass;;lily current ;oduct Cggt14l. • Notice of Acceptance. ,. , • •, • • • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment.:Th: lDshing tale shall be •, pressed in place and formed around the protrusion to ensure a tight fit. A second•layer of Poly-stiagZ chall b'L**'*' applied over the underlayment..0. . , , . ,,,,,, .. . . •. • • GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. 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 tile systems only. 3. 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 MIAMI•DADECOUNTY NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 8. 9. Rule 61G20-3 of the Florida Administrative Code. In roof tile application, data for the attachment resistance of roof tiler, shall be as set forth in the roof file 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 tile applications. Polystick :NITS 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 p f mortar set tile applications. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maxmuMsoof slope•, ...... .... ...... shall be as follows: (See Table Below) ...:.. " Tile Polystick Elastoflex Polystick TU Plus, Polystick Po sti'ok : S}�' tm (ES) •NITS Profile MTS S6 G TU P, Tile Pro, TU Max M�TSt ��us ..... Ptus s.... .... .... Dual Pro ��•�•• •�•jli�Plus��•� Flat Tile Prohibited 4:12 6:12 6:12 ; S'l 6:12 • without battens • • • • • Profiled Prohibited 4:12 6:12 6:12 •4;1• • 6:12 • .. Tile without battens-, •-6 • The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of file directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two 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 FITS which shall be loaded onto battens. m a 0 N -OLWnCKTU PIU3 NOA No.: 17-0614.22 • MAD OUNTY Expiration Date: 09/13/21 M4IME C • • 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 NITS, 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 NITS, Polystick NITS 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 NITS, Polystick NITS 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 app" provided that appropriate documentation is provided to detail compatibility of the products,:wirO wplift reSfst'dnce, an"fif4 • testing results. ..•••. ••��•• ••••�• 000000 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYS'1;1'CVMENMU. iES • .... . ..... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF MMIC AAISLVATION&� •.. • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND REQQJW' NDATIOI;IS. • • • • • • • • • . .••.•• 1. Polyglass does accept the direct application of Polystick underlayment membranes.to wsood decVs •1'nstallerc are . cautioned to refer to applicable local building codes prior to direct deck installation -to ensure ttis�isvac ceptable * • Please also refer to applicable Product Data Sheets of the corresponding products. 0000 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 V metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the 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 7/12" 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 by 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 nm parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 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 car. 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 c4a be furnished upon request by our Technical Services Department by calling 1 (800) 894-45630 Y " • • • •' • • • • ; • • Y . • 13. Questions in regards to the application of Polyglass products should be directed to our' echn,64 Vervices • •••••Y ••Y• •••!•• Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicq)Ae )tpcedtiU#v;qutlinetl by ' the National Roofing Contractors Association (NRCA). • • Y••••Y •••• •••Y• 09,5000 • • • • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPEI:IFIC APPLICATIONS. • • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND REUOMN1END4VWS$. "'+•' END OF THIS ACCEPTANCE ' • • •' NOA No.: 17-0614.22 MIAMMADE COU� Expiration Date: 09/13/21 "'' oil Approval Date: 07/06/17 Page 8 of 8 MIAMI MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.rnianiida(le.gov/economv ICP Adhesives and Sealants, Inc. 12505 NW 44"' Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade.County and other areas where allowed by the,Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or, material fails to perform jn thg accepted t: a nner, the • manufacturer will incur the expense of such testing and the AHJ may immediately revoke,*WWtldy, or spsp:�d the use • of such product or material within their jurisdiction. RER reserves the right to revok-@."F. accebt41�c' if it.4.„. determined by Miami -Dade County Product Control Section that this product or material fafl5•t;smeet the raquirements of the applicable building code. * • • • • • : • • 0 : • ..... . This product is approved as described herein, and has been designed to comply with •t ::jlorida $gilding Cody:" including the High Velocity Hurricane Zone of the Florida Building Code. • • 000000 DESCRIPTION: ICP Adhesives Polyset® AH-160 • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, statl.ah following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misu$e 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 14-0805.01 and consists of pages I through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE CO=)UNTY NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page l 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 describec in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing. • Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP • Adhesives Polyset® AH-160. : . .. ...... .... PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 .... . . . . Prod uet•Bcgcription 0000 • • • • • ...... .... ..... .. .. .. . ...... Two component po"i1rp1bane foam adhesive .' . . . . . 000000 Dispensing Equipment :....: Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3:1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. DAUNTYNOA C DE CO No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 2 of 11 EVIDENCE SUBMITTED: Test Al!ency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 .'. 0276 i/94 • Polymers Division . • • • • • • Ramtech Laboratories, Inc. 9637-92 ASTM E 108 * : • : : • D4/3Q/93 Southwest Research Institute 01-6743-011 ASTM E 108 .... ...... . 14 AW94 ..... • • � • • 01-6739-062b[l] ASTM E 84 ••�••� 0016/95 •••••• • Trinity Engineering 7050.02.96-1 TAS 114 03�1Q(96 P36700.04.12 ASTM D 1623 .'. 04/18/12 :••••� P39740.02.12 TAS 101 " 92� ]:K • TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 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 witeRoofing tAQ*Qlication • • •' Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and VIjip4enanct.Zpp2let. ....:. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensedes;4CP Adhesives and :....: Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applic4t0?Sigthe aLh"Iy havi>: ��• jurisdiction. . • • • • ...... .... ..... 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is.rrtl6i ed bef*5"a-pplicatim?**:0 of any adhesive. The mix ratio between the "A" component and the "B" component shall•ba maintained between •. 1.0-1.15 (A): 1.0 (B). • • • . . . . ...... 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenses Ri F:000 qr I" Adhesives ProPack® 30 & 100 dispensing equipment only. • 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires -the specific placement noted herein. MIAMI•DADE COUNTY NOA No.: 16-0315.01 7 Expiration Date: 05/10/17 Approval Date: 04/07/16 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 Profiles All Eave Course 17-23 sq. inches 45-65 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 •.�q .' ... High Profile 42 17-19 sq. inches •YYYY• Y••• ••• Flat, Low, High Profiles 43 Two Paddys: 8-9 sq. inches arm Y Y • 12 grams p.-r paddy; head of tile 9-11 sq. inches ate • • ••• • overlap ••• ••• • •YY• YYI• •Y• Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal. .. 7 gran"pet•bead ••• edge) 20-25 sq. inches each • • • • • • bead • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 0 •• 34 grar:s jiitd;r pan*- LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. C •DADECOUNTY NOA No.: 16-0315.01 7= Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # I J,W Wraug6pl'asticcw».nt� Wadklyl.Sr+n4yslsTday {wtgarti wayulradl „,•> �, .r'g� 4ItMI4rUyMen: 10 1 WMtans aplianal f„rh ° ,wr. +.�,,'`•:, !'o..�, .i n k r a r 1�J EwrCluwr• Nall through plastic cameM (when remilred) �•- Roddy llonvothWWI !mattensopAlo+nal 1. Eryi�clocurn i£avo6xirve �`.•'� `r�`••--Fas[ia 14411hxou74tplw►JlcsM rn� N konnogrdredh r Rrdr[ylRrnea�lt it«I Und•alryra�artC ~,�'�-, �:�cN'w• '"'`...,,,�lw Batton. awtDflnal `* o �•r �.�� 10 Eaw Caurso ✓ Farcix Wee ote 1L In i In ' s Ea►rtlosuic Delp adIt MIAMI•DADE COUNTY j,.,s 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 apprid*Aft'a�ely 17 (109.7 cm2) — 23 (148.4 �;qiZ{}� �sj�quare incli adhesive• • • • • • W.Qir'i • •• •• contact with the undersi a tile. • .... ...... e e Medium Profile / Double Pan*-'f4e • 1. Starting at the eave couf$�� apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.k mml •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 cm2) — 23 (148.4 cmz) square inch adhesive 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 cm2)-23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 x4rhrauyhpl'nitlttVmrt'4 PA"YI6Mn4e1hTrlrj hrh to required) f Undatt�ynwtu +j%1' ;C;'�' C 94ttatwtaptlionalida 7'�r �aY. Clesuro flail through plastic mnani twhen mquiteal ._,_—,— Pa&y 49on.aW Tile) n11 Mf141yA1Mnt \._l� ��1 ~'t\R 73 �t2In. Da#ensopdonaall GGabur. EaY•G cw_!i' wtt f�� \.� Fartia MIAMI•DADE COUNTY ■ -WW.r t . Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the Overlock of the tile being set. Insure approximately 17 (109.7 cmz) — 23 (148.4 cmz) square inch adhesive contact with the underside of the tile. 2. At the second course, apply 1"MiiMum 2" (�Sb'8mm) ' • • •; • x 7" (177,8 mm) x 1" (25.4 nwra}foam patWj . lvto the '. underlayment positioned as s( %) *under the. strengthening rib closest to t *Im%rlock of the,tile • • • •.. being set. • • . • • •..... odes . 066 3. Continue in same manner. Insure approximately 10" ...... (64.5 cmZ) - 12 (77.4 cmz) fume inch adhesive 00 contact with the underside Qf the�tlle.e ...... ••..:. •• . • .. .•.... • • . • . •... Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm') — 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 overlock of the the 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.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall thnougl(Vtastk caglwent-ti tsvhaitroquItedy el PA4dy 184rwM6THO 2ln. umcallsoptlCmal Gayle Fascia Cc 1I 64n` 2 M, f r � '±Fare dosum QMMIAMI-�QADE COUNTY ,N4 1 High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 em2) — 23 (148.4 em2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum:ii'•(60.8mm) x 7" (177.8 mm) x 1" (25.;1 mV) foam paddy onto the • • • underlayment positioned as ghovOn under JITC pan • portion of the tile closest tb tn*d*verlocleWfie tile • • • • • • •••••• being set. .••.., .... . ..... 3. Continue in same manner., Wjiri;approximately I T. • % • • (109.7 em2) - 19 (122.6 crg;)•gq�1'are inC4 adhesive . • • • • • contact with the undersidapof*Q-so.tile. .• . . . . ...... .... % NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nail through plastic cement wwhen required} Paddy (between tiles) Battens optional' v ° Paddy {under tile) Singlepaddy on tap of We y 4 x 4 In.+ singlepadd single paddy on urWedaymeat y x 41n. • 4,`; , i � 'l eY7'r.� e AT In. r ascla — --Eaveclosure Fiat/Low Profile Tile Nall through plastic cement Single paddy under the (when required) Paddy {between tiles) Battens Paddy (under titel optional MM singlepaddy on top of tale sin lep ddyan'tlna2.�s,y undertayment Arl �. + 10 ill. �° 2 In. Eave Closure Eave Course Fascia Medlum ProffleTiig MIAMI•DADE TY 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the Overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in (109.7-148.4 cmz) of adhesive contact with the underside of the tile • • •••• •••••• 2. Apply a 4" (101.6 mm) "41' 4 01.6 rt'a 4Y.1 " (25A.. % mm) foam paddy onto the.rilxlerlaymentjust belo� the second course line positioned foapaddy • under the strengthening rtb f8r flat tite, or under the: • • pan portion of the tile, c1801:o the ufi8r`ilock fof the second course tile to beinstalled. insure ***':' approximately 8-9 in (j1 1:1j.1 cmJ of adhesive contact with the undersi le of.the tile:***:. 0 (Instructions continued on next page) NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nall through plastic cepe Sin glepaddy utlderfile ('when requfred) Paddy ►betwitri tiled Battens .121 optional I Paddy tunder tile] Y Siroepaddy , an underlaen r 4x41n. Single 2x4In. Paddy on top at the — f Eave Course " •-► Fascia Weephole loin. 2In. Eave closure Drip edge High ProiileTlle CMIAMI-DMEUNTY 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 the surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm') - 11 (71 cmz) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cmz) - 9 (58.1 cm') square inch adhesive contact with the underside of the the at the head of the tile. Continue in same maNier. • • •••• •••••• • •••• • ••••• •••••• •••• ••••• •• •• •• • •••••• NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 10 of 11