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RF-04-22-946Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 114 NE 109TH ST, Miami Shores, FL 33161 1121360090150 Zontacts Permit NO.: ` A Work C) Permit St Expiration: 10/25/2022 RUBEN FARACH Owner FLORIDA ROOF -TECH CORP ROOFING Contractor 114 NE 109 ST DONE RIGHT GUARANTEED MARCIAL RODRIGUEZ 5941 NW 173 DR, FL Business: 3055579685 PLORA@FRTROOF.COM _-_ .......-._................... Inspection Requests: E Description: RE -ROOF - TILE FLAT Valuation: $ 26,767.00 305-762-4949 Total Sq Feet: 2,877.00 i Fees Amount Application Fee - Other $50.00 CCF $16.20 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $5.40 Roofing Fee $250.00 Scanning Fee (Manual) $12.00 Technology Fee $7.50 Total: $348.60 Building Department Copy Payments Date Paid Amt Paid Total Fees $348.60 Check # 10786 04/14/2022 $50.00 Check# 10806 04/25/2022 $298.60 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are r7FIQA)VI�-ZTprtify it d for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. tj OWF.R that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws redulatincglcbbstvbcti$n ancj&nLqW--Futhermore, I authorize fie above named contractor to do the work stated. Owner V Applicant / Contractor / Agent / / Date April 25, 2012 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:. -~- Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. kf' - Oq 22 q4l� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC [dROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOBADDRESS: 1 1� 1\i � % U`i �T City: Miami Shores County: Miami Dade Zip 3 ) Folio/Parcel#: —d)3(t- �L�(fjj - (� 1 ) 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): l.L�.: 1 f t' i'GL{�L1L� Phone#: Address: 1 J "1 tJ f l ()S 4 City: H 1 �.M 1 S Tenant/Lessee Name: Email: State: l- L Zip: -331�e r Phone#: CONTRACTOR: Company Name: —T `l i i JI'L"'� Tt-� &0 Phone#: Address: -.9 7-�o Il,'V 7 City: it� l dell—'1 State: 4' L Zip: 33C14, Qualifier Name: 64L \ Phone#: 0'(�� 1 55 -%Iyj State Certification or Registration #: _C' �° C U 1 u Certificate of Competency #: DESIGNER: ©Arch itect/Engineer: y- Phone#: Address: 1 \ I� I o COryl City: State: Zip: Value of Work for this Permit: $ L'�j 767,0 6 Square/Linear Footage of Work: Z,977 Type of Work: ❑ Addition ❑ Alteration ❑ New Re air Re lace n // � p / p ❑Demolition Description of Work: - �i✓lt�� ' // (.0)6er - Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ I Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice -of cbmmbncerno t must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued...- In the,elbseitce of.such posted notice, the inspection will not be approved and a reinspection fee will be charged. / 1 f � � Signature _ Signatu r AGENT CONTRACTOR The foregoing instrument wa� acknowledged before me this The foregoing instrument was acknowledged before me this day of i/``\ 1' t 20 by �� day f i i' ZO by who is personally known to eLl e t UI ( 1 Si.4 Z- who is p ersonall..Yknowto _ . _ _.....................n __ me or who has produced _ EL _ I VV LI U. ),5t as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: SigI stYr✓ " �.` " n: Pri Notary Public State Seal: Paola M Lora My Commission 1111 HH 2O5623 Exp.12/15/2025 identification and who did take an oath. NOTARY PUBLIC: Sign: Print: LLCJ 4, Seal: APPROVED BY �_��,,�__Plans Examiner Structural Review (Revised02/24/2014) Notary Public State of Florida ® Paola M Lora AIM My Commission MMrJJ_JJ= HH 2O5623 Exp.12115/2025 Zoning Clerk L! Q. O 11c.119 L� �eeee °mil E uu0 �L(0) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2111 Ave Date: Vvvv Miami Shores, FI 3 13 Re: Owner's Name; Property Address: // q I C Z7 Roofing Permit Number: ®HBA ""°"` P ° O O U O O U, Dea O O U O O l; Building Official: ° O ° ° ° ° ° ° /.' G C O 00 0° oav° 00001 certify that I am not required to retrofit the roof to wa-1 connections of my ° building because: '-The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is theownerfor the above property mentioned. Sworn to and subscribed before me this I day of f nn` _ ft 1 Notary Public State of Florida Paola M Lora 7 My Commission 1 11{I HH 2O5623 Notary Public, Sate of Florida at Large (!4�,' Exp.12115/2025 o When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-009-0150 Property Address: 114 NE 109 ST Miami Shores, FL 33161-7042 Owner RUBEN M FARACH Mailing Address 114 NE 109 ST MIAMI SHORES, FL 33161 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,394 Sq.Ft Living Area 2,000 Sq.Ft Adjusted Area 2,197 Sq.Ft Lot Size 9,300 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2021 2020 2019 Land Value $267,742 $232,690 $232,690 Building Value $172,025 $173,300 $172,826 XF Value $44,004 $44,461 $44,917 Market Value $483,771 $450,451 $450,433 Assessed Value 1 $456,757 $450,451 $446,332 Benefits Information Benefit Type 2021 2020 2019 Save Our Homes Assessment $27,014 $4,101 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 5 PB 48-21 LOT 7 BILK 216 LOT SIZE 75.000 X 124 OR 18704-4534 07 1999 1 Generated On : 4/14/2022 Taxable Value Information 2021 2020 2019 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $406,757 $400,451 $396,332 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $431,757 $425,451 $421,332 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $406,757 $400,451 $396,332 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $406,757 $400,451 $396,332 Sales Information Previous OR Book - Price Qualification Description Sale Page Corrective, tax or QCD; min 02/16/2022 $100 33041-1483 consideration _ .... _.......... __.... -........... Corrective, tax or QCD; min 12/12/2016 $193,000 30383-2909 consideration Corrective, tax or QCD; min 12/12/2016 $193,000 30382-2728 consideration 05/15/2015 $493,000 29669-0158 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/Apps/PA/propertysearch/ 4/14/2022 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2•Renailing wood decks; When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 6. Exposed Ceiling; Exposed, open beam ceilings are where the uiidgrsirle of the roof decking can be viewed from below. The owner may wish to maintain the architectural aooParance; therefore, roofing nail penetration of the underside of the decking may not be acceptable, This `providers the option of maintaining the appearance, Overflow scuppers. (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wlp.or�ther..roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. ff maybe e .. ss�ary to' install,overflo`w scuppers in accordance with the requirements of Sectians 1Z 401 '# 3::a.n ,..R4413, a a., �ignature� Date J LJ Property Address Revised on 7/9/2009 LD1-07/01/2015; Contractor Permit Number Date J� ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH -VELOCITY HURRICANE ZONES —UNIFORM PERMIT APPLICATION Florida Building Code 7th Edition (2020) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation FLORIDA BUILDING CODE — BUILDING, 7th EDITION (2020) Copyright PzmnlCC. ALL R)C 'IFSFRVED. Acccuedby Vince 47J Sciju (Vince. 3 Nn fi,nh,. ..n„„Inrr,nn nn fi,nhr. r.n,nAnrnnn. by inv rhr.J nanv cilar@ml.miJaJc.gov), (.1 Ordrr Number •1on9119>J on sr pan. xorr nsaa AM (PDT) pursu.m to Licens �'Agmmenr ,, i(h I(:( 474 E � EI�TED ROOF ASSEMBLIES AND ROOFTOP STRUCTURES CITY Florid _ a BuJ�r�/�ig CQAh-MtVn-(2020) tm�- U High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. � Process No. Contractor's Name !G 41� 4 `G�lf �aw Job Address // lsd Zo e/ ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile'' ❑ Asphaltic Shingles 0 Mortar Adhesive et Tiles) ❑ Metal Panel/Shingles ❑ ✓Mood mg es akes ❑ Prescriptive BUR-RAS 150 Sh ❑ New roof ROOF TYPE ❑ Repair ❑ Maintenance Reroofing ❑ Recovering Low Slope Roof Area (SF) 10 C, ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) I N' Total (SF)��r%7 f Plan: Section B (Roof Plan) s Sketchof seoctions anllustrate d levels, cilearlyis anidentifydimensi dimensions of of elevated pressure zones and peers, overtlow scuers and c✓erflow drains. Include dim,,,. d location of parapets. Miami Shores Village4Buing Depam nt Zoning Dept. DaBuilding Dept.Subject to compllancall Fe ra , State and County rules sand regulations, Permit# ., mmmillis r ^FY16h p�n_nlCC. ALL RIGHTS IDA BUILDING CODE — BUILDING N�Rinh"..,,m,h,n.„ ED. Acc a.d by Vintt S,i": (Vinn...ijas@ml.mldad , 7th EDITION (2020) ..�hi,fnnci„ol.6�V)111 OrJ.r Numher.iaouris7,a ..___. ^Scpax.imo nsax AM (PDT) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 7th Edition (2020) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: a, L—. j\v_� L L L Notice of Acceptance Number: _l —0,+ ZO. 0 Minimum Design Wind Pressures, If Applicable (From RA 127 or Calculations): Zone Zone 2e: Zone 2n: "d Zone 2r: - t" Zone 3e: — i4 Zone 3r: — C4- --t—A g �ic rl s k-�P �iiC� `� C34 6,0 v� Deck Type: Type Underlayment: ViV- �T!q C��` �� Insulation: �J Fire Barrier: Ridge Venti..l'aion? Fastener Type & Spacing: Adhesive Type: �� i ter`'• t,�s � �, Type Cap Sheet: B Mean Roof Height: _ `�� Roof Covering: Type &Size Drip Edge:. / [-3A5��;� 476 FLORIDA BUILDING CODE — BUILDING, 7th EDITION (2020) COl'yriVI V ]uxu ICC. ALL RIGHTS RESERVED. Accessed by Luis Moreno (Imor1,,O&hi,1.hII.goc). (City of Hiflnh) I)rder Number IIUU97183S On Nov UI. 2U20 U5:17 AM (PST) �•i:h ICr. No fvrihcr rcl•rodvclion, n0 h�rthcr «Prod L• 6li by any Third I�sHr. or dillribulion eulhorixcd. Single user on'y, co •in D IS -RI gIPiIUN :5 A VIOLATION UI:'P I1E I:EDER.AL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SI!R)Ef,T , () CIVIL AND CRIMINAL hibil ?_NA UNAUTHORIZED TH ORI EDER" 1a Llc`fc ,),\'AgrO. I I) g and ut:workin¢ I'rohibiled. ANY UNAIlTHU RIZED REPRUDUCTIUN OR LTIES ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 7th Edition (2020) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from M,. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptab.le..._....._____-- --- --- Method 1 "Moment Based Tile Calculations Per RAS 127" (Zone 1: - 6�7 x a 3 i5- =Cic.6,1) _ Mg: � = Mrs�.c�Product Approval Mf , j G�(Zone 2e:'�� x tir'31 = _ Mg: -y,` L = Mle � Product Approval M I C, (Zone 2n: N A x - r �® - - ) - Mg: "'� = M _ Product Approval M, " t (Zone2r:-06 x7°yr5='Ll,r'Z)-Mg: �L=MInJ, 'o 2r Product Approval M, Fx?- (C3 (Zone 3e:�_ x zq,tI) _ Mg: 1:!� = Mr3e 1' Product Approval MLTQ o (Zone 3r-5'V x XI315 = ��) - Mg: 7 •G 4,= M , r3r L 6 y Product Approval M, * 0 GP4w 6 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table ..... `` ..................... Below Product Approval M, Mr required Moment Resistance` Mean Roof Height Roof Slope 15' 20 2:12 34.4 25' 30' 36.5 38.2 40' 3:12 32.2 39.7 34.4 36.0 37.4 � 42.2 ' 4:12 5:12 30.4 32.2 33.8 35.1 39.8 ` 37.3 6:12 28.4 26.4 30.1 31.6 32.8 � 34.9 7:12 24.4 28.0 29.4 30.5 25.9 32.4 ` 27.1 28.2 *Must be used in conjunction with a list of moment based tile systems endorsed Appeals. by the Browr3rd C�uOnty Boa,c of Rules arid' For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. equal to the Fr values, for each area of the roof, then the tile attachment If the F values 4e greater than or method is acceptable. (Zone 1: Method 3 "Uplift Based Tile Calculations Per RAS 127" (Zone 2e: x L = x L = x w: _ - W x cos r = F,, Product Approval F' (Zone 2n: x L = x w: _ ) - W: x cos r = Fee Product Approval F' (Zone 2r: x L = x w:= ) - W: x cos r = FIn Product Approval F' (Zone 3e: x L _ x ,�,; _ _ ) - W: x cos r = Frzr Product Approval F' (Zone 3r: x L = x - W: x cos r �e w' = F Product Approval F' PP x �' _ ) - W: x cos r = Fr3r Product Approval F' Where to Obtain Information Description Symbol Design Pressure Zones 1, 2e, 2n, 2r, 3e, 3r Where to find From applicable table in RAS 127 or by an engineering analy- Mean Roof Height sis prepared by PE based on ASCE 7 Roof Slope H Job Site Aerodynamic Multiplier 8 x Job Site Restoring Moment due to Gravity M Product Approva77- l Attachment Resistance M, Product Approval Product Required Moment Resistance M Approval Minimum Attachment Resistance F' Calculated Required Uplift Resistance Fr Product Approval Average Tile Weight W Calculated Tile Dimensions L = length W = width Product Approval Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING, 7th EDITION (2020) 1 1 j 1 , j ' ' ' Copyright ®zozo ICC. ALL RIGHiS RESERVED. Accessed b Vin 477 Nn fi�nh...enrndnrtinn. nn fi�nh•r rrn.ndnninn. by anv thirdynarrv. ns d iinh tr nen5nnrhsnrirsd �gnolegom). nn Ordte^Nnamber nd neMn4100921973 o n.nhihivd ANY I MA7�RH R17.ED REPRf)fll,(;se gree Puts— to License Ag e ent with IC( I (lCl9)1 tl15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 7th Edition (2020) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Application) Surfacing: ("`A Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer (If a component is not used, identify as "NA") Zone 1': " cc @ Lap, # Rows L @ " cc P System Manufacturer: CIA F Zone 1: " cc @ Lap, # Rows - @ �" oc Product Approval No,: [ 8 �- v I ic, 1 2 Design Wind Pressures, From RAS 128 or Calculations: Zone 1': Zone I:-C4 Zone 2:`S4' Zone 3:-(� a Max. Design Pressure, from the specific product approval system: Deck: p Type: ) tlyq 00 r� Gauge/Thickness: 17 Slope- ' k' Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): 1;" is L vAp, Ba e hqe,Fastener/Bonding Materi I: � �Z�ia�ls Sty A77 S)5b ClJjew fi o lfw Ply Sheet(s) & No, of Ply(s): Q'Y!►'L�7fF PI _$heet Fastener/Bond' g Material: r AS 6 Top Ply: C d� <�l�iy ^�� To ly as en r/B rDy rLa Matewriall: Zone 2: " cc @ Lap, # Rows $ @ " cc Zone 3: oc @ Lap, # Rows 4 @ " oc Number of Fasteners Per Insulation Board: Zone 1': Zone 1: Zone 2: tL Zone 3: Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, G tripping, Flashing, Continuous Cleat, Cant Strip,' Basb,Flashing,'Counterflasning, Coping, Etc. Indicate: Mean Roof Height; I'ulap-,t Height; height of 3,ast; Flashing, Component Materi3;,, f,Jatarial Thickness, Fastener Type, Fastener Spacing or Sut)..it Manufacturers Detail," that Comply with RAS 111 and C)home- 16. raj .a41 r Parapet Height l a" Mean Roof Height FLORIDA BUILDING CODE — BUILDING, 7th EDITION (2020) 475 I' ' ' ' Copyright (El ooze ICC. A: ! RIGHTS RCSERVED. Acccsscd by Luis Morcno (InaorcuoC hir.!cahll.go,). (City of Hialeah) 0,dcr Nuinbcr eluu97t?35 on Nnr— lu]u uS:Sr AM (PS'r) Pursuant., ' In LIC—C Agrc I wish 1c., No inrt=er reproduction, ::o I'or!her lcl ndl iuus by any third party. or di?Iributiou authorized. Single uer Duly, enpying and n-11rking Prohibited. ANY UNAUTHOR17ED REPRODUCTION OR DIS-RIMUION ,s .{ �•I OLATION OF TH E I;EDERAL COPYRIG11'r Ar; r AND TH F. LICENSE AGREEMEN7. AND S::RIEf.T -O rl\'IL AND GRIM INAL ?ENALTIES r1I ERELIND:R. CIVIL Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123" Avenue Miami, Florida 33175-1174 jGINEER Tel: 30.5-823-8008 / 305-397-6414 Fax:305-823-3300 April 12, 2022 Report of Design Wind Loads - ASCB 7-16 - FBC 2020 Components and Cladding Roof Membrane Mechanically Attached Project: Existing Building 114 Northeast 109 Street Miami Shores, Florida Project Number: 22- 0712 Building Information (Provided by Roofer) Comp. Height <15 feet Slope <7 Exposure C Wind Uplift Evaluation: Velocity Pressure, q, = 0.00256 KZ KOV(asd)2 = 33.99 psf Suction Pressure, V. Suction Pressure, p = q ((GCP) - (Ge,j)) Use GC,; = ± 0.18 M /amadSonnyy Sallc.l,, :'.E. Fla. Reg P 4901¢� Kz : 0.85 V(U„) : 175 mph Category : II (Reported) Reileh Engineering Corp. — Project Address: 114 Northeast 109 Street, Miami Shores, Florida — Page 1 of 3 Wind Uplift Provided = (181 x-38.69)/l00 _ -70.03 psf — OX Zone 2 (-84.29 psf) = (38.69)(144)/(84.29)(7.08) = 9.34 inches Base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 8" o.c. at the 4" lap staggered and in four rows 8" o.c. in the field. 255 Fasteners per Roofing Square Wind Uplift Provided = (255 x-38.69)/100 = -98.66 psf — O.K. Zone 3 (-114.87 psi) = (38.69)(144)/(114.87)(7.08) = 6.86 inches Base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 4" lap staggered and in four rows 6" o.c. in the field. 340 Fasteners per Roofing Square Wind Uplift Provided = (340 x-38.69)/100 / Jy�° =-131.55 psf—O.K. 6000 ° J° 000 0 0 0 0 P 0 0 0 O 0 O O fl O Engineer's Note: 22' ° O 00 O (Provided Roof Sketch and Dimensions) 14 o ° ° ° ° 00 ° 0 0 O 0 0 O y 7 ° Reileh Engineering Corp. — Project Address: 114 Northeast 109 Street, Miami Shores, Florida — Page 3 of 3 000noo 0 O ° °°°°°° 0 V 006000 O 0 Ofl°0a V. O 00000 O O O O 0 0 C r( 0 0 00 0 0 O f. ° 400nees SgeY4i�n Pr_ essuure,D. Roof!.Keig4Suction Pressure, psf (Feet)—,-—�---� Zone 1' Zone 1 Zone 2 Zone 3 1 <15 Feet 1 -36.71 I -63.89 1 -84,29 1-114.87 1. If a parapet wall equal to or higher than 3 feet is provided around the roof perimeter; Zone 3 may be treated as Zone 2. 2. Roof Zone Width - 0.6 x 12' = 7.2' Perimeter Zone 1 and 2 0.2x 12'= 2.4'- Zone 3 (7'xTxTwide) Fastening Pattern Evaluation Proposed Roofing System: GAF Roofing System- NOA 18-0919.12 System Type E(l) Approved Fastening Pattern: Base sheet attached to deck with approved annular ring shank, r. ails and tin caps at a fastener spacing of 9" o.c. at the,4', lap- stagger:-3 and in two rows 9" o.c. in the field. Maximum Design Pressure: - 52.5 pounds per square feet Fastener Value: 38.69 lb-f Fastening Pattern Zone 1' (-36.71 psf) Base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. 136 Fasteners per Roofing Square (Uplift = -52.5 psf — O.K) Zone 1 (-63.89 psf) _ (38.69)(144)/(63.89)(8.84) = 9.86 inches Base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in three rows 9" o.c. in the field. 181 Fasteners per Roofing Square Reileh Engineering Corp. — Project Address: 114 Northeast 109 Street, Miami Shores, Florida — Page 2 of 3 ("GAFGLAS® ply 4" or "Tri-Ply® Ply 4" or " the Class A, B or C roof systems indicated below. Flex Ply6" y or Tri-PI ®Ultra -Flexible Ply 611) in, - 4. Deck: C-15132 Incline: 1 Slip Sheet (Optional): —Red rosin paper, nailed to deck. Insulation wood fiber or glass fiber or polyisocyanurate mechanical) Bond Fastening System" or any UL Classified insulation (Optional): — Any thickness perlite or y fastened or adhered with OMG Inc. " #75 Base Sheet" or "Tri-PIA adhesive. Base Sheet: — OlYFGLA y© #75 Base Sheet" or "GAFGLAS® #80 Ultima One ply Type l o "GAFGLAS© Stratavent© Nailable Venting Base Sheet" "GAFGLAS© Ply 4" or ruing y® S Sheet", mechanically fastened-PlySheet: —One or more Base Sheet or "GAFGLAS® Y or GAFGLAS®Flex Ply 6" or "Tri-Pl ® Ultra-Flexpible llies Tie G1 adhered with hot roofing asphalt.Cap Sheet: — Ply0 BUR Granule Ca Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet' or „Tf - with hot roofing asphaltCoatin" o O GAFGLAS® Ener Ca TM gY p Mineral -Surfaced Cap Sheet", fully adhered or "TOPCOATS 1�IB plus Coatgin ,ptional): — United Coatin sTM g or United Coatin $TM g TOPCOAT® EningyCoteTM Roof Coating" gal./100-ft.2, g Roof Mate MB Plus Coating" roofing asphalt. g applied at a rate of 2- 14. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — 00ne or more "DensDeck RO Roofboard" or ' De sDe k® Prime minioard"mum 4-in. thick Georgia- 'acj.f c minimum 1/4-in. thick United States Gypsum Roofboard or "DensDeck® DuraC;uart3 MYpsum LLC "SECUROCK© Glass -Mat Roof BoarCo. "SECUROCK® Roof Board,, T T R�'o-I`oard or or wood fiber or glass fiber or polyisocyanura e oGp lite/ of isoc ( YhP "P X-G) or RX). Insulation (optional): — fiber/polyisocyanurate composite any thickness mechanical) o ) �r.c or more layers perl�tP p Y yanedw composite or wood — One ply "GAFGLAS© Stratavent® Perforated Venting Base Sheet" Sheet"or "Tri-Ply® #75 Base Sheet" or "GAFG y r adhered with hot roofing aspha t. aase Sheet. Nailable Venting Base Sheet" or "GAFGLAS® Stratave or Type G2 "G o F JLAS® #75 Base LAS0 #80 UltimaTM Base Sheet" or "GAFGLASOP Stratavent® fastened or fully adhered with hot roofing asphalt. PlySheet: — Two nt® Perforated Venting Base Sheet", mechanically 4" or "Tri-plyOO Ply 4" or "GAFGLAS® ply Flex 6" or "Tri-Ply® Ultras more plies Type GI "G1�I GLAS® pl Smooth" or "RUBEROIDO Mop Smooth 1.5" or "RUBEROID® Mo P Y Flexible Ply 6 or "RUBEROID© Mop Smooth" or "RUBEROID® 20 Smooth" p Plus Smooth" " fully adhered with hot roofing asphalt -Membrane: — Ty 20 Plus PlyO BUR Granule Cap Sheet" or "GAFGLAS® Mineral Surfaced Mineral -Surfaced Cap Sheet", fully adhered with of roofing asphalt. Cap Sheet" or "GAFGLAS®EnergyCapTM Dario Miranda Senior Commercial Specialist Building Science 1 Campus Dr Parsippany, NJ 07054 t. 305-934-0523 M ['his email, including any attachments, is for the sole use ot'the intended recipieni(s), and may contain infonnation that is confidential or legally intended recipient, any disclosure, copying, distribution, or use ol'the contents of this infonnation or any attachments is prohibited and may be unlawful. fr ou have received this electronic transmission in error, please reply immediately to the sender by return a -mail that you have received the message in error and delete italong widjhf anyattacu arehments. not the Y y achmenis. 2 pMpIIA�AMMI�I-DACE lZl'11Y! MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy GAF 1 Campus Drive Parsippany, NJ 07054 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 produC,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 gr material vyffl l.p their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined oy„Miami-Dade County Product Control Section that this product or material fails to meet the require,m—mits of the � o , o applicable building code. C (I C, 0 0 o This product is approved as described herein, -and has.been_.designed to comply with the Florida 13a:lding Code including the High -Velocity Hurricane Zone of the Florida Building_C-0&,. 0o c e a o DESCRIP 16�GAF Ruberoid®Modified Bitumen Roof System for Wood 13echsr. o o,C 00 e 0 LABELING: Eac IThxl - e-ar a -permanent label with the manufacturer's- ame or logo, citq0, shape0 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 and revises NOA No. 15-1020.01 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI-DADE COUNTY11111 �Ll...s NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 e Page 1 of 67 000co �0000 0 0 0 0 0 0 O 000000 0 0 000000 0 0 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non -insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(1): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) eneral and System Limitations shall apply. Fire Barrier: FireOuC" Fire Barrier Coating, VersaShield' Fire -Resistant Roof Deck Protection, (optional) VersaShielde Solo" Fire -Resistant Slip Sheet, DensDeck® Roof Board, SECUROCK® Gypsum -Fiber Roof Board, or SECUROCK Glass -Mat Roof Board. Base sheet: GAFGLAS® #80 Ultima "' Base Sheet, GAFGLAS® Stratavent' Nailable Venting Base Sheet, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid' HW 25 Smooth base sheet mechanically fastened to deck as described below: Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS" FlexPly" 6, GAFGLASO Option #1: #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets attached tc deck with approved annular ring shank nails and tin caps at a astenur spacing., p f 9" ° ° ° , ° ° o.c, at the lap staggered and in two rows 18" o.c. in the field. < < , ° °'t; ° ° ° Not for use with DensDeck or SECUROCK Fire Barrier ° (Maximum Design Pressure —45 psf. See General Limitation 4)) ° ° ° ° ° ° ° ° ° (: ° ° Fastening O GAFGLAS® Ply 4, Tri-Ply' Ply 4 Ply Sheet, GAFGLAS' Flernly" 6, GAFG? 4,SO °°°°° ° ° o ° ° ° Option #2: #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base jhc,c,ts attacI.cu to 006000 deck with Drill-TecT"' #12 Fastener or Drill-TecT"' #14 Fastene) an,l Drill-TecT"� 3" °° Steel Plate, Drill-TecT' AccuTrac® Flat Plate or Drill-TecT" AccuTrac® Recessed= 000000 Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. jhk: other rows are o ° equally spaced approximately 12" o.c. in the field of the sheet. (Maximunt Design Pressure —45 psf. See General Limitation #9) Fastening GAFGLAS�TTexPly'" 6, GAFGLAS' #75 Base Sheet, Tri-Ply'#75 Base Sheet or Option #3: any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure -52.5 psf. See General Limitation #7) � Fastening GAFGLAS® #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above base sheets Option #4: attached to deck with Drill-TecT" #12 Fastener or Drill-TecT" #14 Fastener and Drill- TecT" 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill-TecT" AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) Fastening GAFGLAS' #80 UltimaT" Base Sheet, Ruberoid® 20 Smooth, Ruberoid®Mop Option #5: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill-TecT" 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 51 of 67 Fastening GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above base sheets Option #6: attached to deck with Drill-TecT" #12 Fastener or Drill-Tec" #14 Fastener and Drill- Tec" 3" Steel Plate, Drill-Tec"AccuTrac® Flat Plate or brill-TecT" AccuTraco Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® F1exPly'" 6, GAFGLAS® #80 Ultima' Base Sheet, Ruberoid' Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Phis Smooth or Ruberoid' 20 Smooth sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid` Mop Smooth 1.5, Ruberoid® Mop Phis Smooth, Ruberoid® Mop Granule FR, Ruberoid® Mop Granule, Tri-Ply® SBS Granule Cap Sheet, Intec Flex PRF, , Ruberoid® Mop Plus Granule, Ruberoid' 20 Smooth, Ruberoid® 30 Granule, Ruberoid® EnergyCapT" 30 Granule FR, Ruberoid® 30 Granule FR, Ruberoid' 30 Plus Granule FR, or Ruberoid"PAop Plus Granule FR in adhered in a full mopping of approved as ihalX`applied within the EVT range and at a rate of 20-40 lbs./sq. 0000,AO t ,. Or t> One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop Smooth Ruberoid® Mop Plus Smooth, Ruberoid® Mop Granule, Tri-Pfy' 153S Gra.rtile Cap Sheet, Intec Flex PRF, , Ruberoid' Mop Granule FR, Rub6ioid` Mop Plus Granule, Ruberoid` 20 Smooth, Ruberoid' 30 Granule, Ruberoid' EnergyC;ap" 30 Granule FR, Ruberoid' 30 Granule FR, Ruberoid' 30 Plus Granule o R, or.. G ° Ruberoid® Mop Plus Granule FR adhered in MatrixTM 102 SBS Mcmbran@"Adhesive at an application rate of 1-2 gal./sq. ° ®` 66 ° G t, 0 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS® Mineral -Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCapT" Mineral -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. TOPCOAT® Surface Seal SB or United Coatings'" Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT® MB Plus or United Coatings'" Roof Mate MB Phis Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT' Membrane or United Coatings'" Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options I I( r � I r 00 VC I!, r C C OC.OG, r O O G d C C` O O O O G 0 G O C 00 GGG G G NOA No.: 18-0919.12 \ Expiration Date: 11/06/23 1 Approval Date: 11/01/18 O Page 52 of 67 ,' WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS01 Ply 4 and GAFGLAS® F1exPly'M 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4" DensDeck' Roof Board or Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center` o°the" sheet allo•.ving a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"'0��.;4k shall bc. placed every 12' in each ribbon to allow cross ventilation. Asphalt application of eitaer system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a n,:..�ira am design pressure of -45 psf. • 5. Fastener spacing for insulation attachment is based on a Minimum Characterisli Ferce (F'� ua'ue of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. I: fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. C ° O 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attucl.ment is based on a minimum fastener resistance value in conjunction with the maximum design value listt;d Nvithin a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 1 7. Perimeter and corner areas s a comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will be applicable.)... r— 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE —� NOA No.: 18-0919.12 MIAMI•DA®LINTY Expiration Date: 11/06/23 Approval Date: 11/01/18 \ Page 67 of 67 r(�VCCn n( OC OOO L) T C ac.oar O P O O O oes000 0 o� U OOU00 " a U DOEOo t O MIAMNDADE � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roan 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if k'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, }izulilding 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 beca po (change, in the applicable building code negatively affecting the performance of this product. I` ` 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# 21-0107.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Saxony 900-Slate Length = 17" Width = 13" thickness = 1-5/32" Saxony 900 - Split Shake Saxony 900-Shake Trim Pieces Length = 17" Width = 13" thickness = 1-9/32" Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness Test Product Specifications Description TAS 112 Flat profile, interlocking, high-pressure exp-.gded concrete roof tile with two Mail )toles. Fw -Ardet deck batten, mortar set or adhesi`ve,set applications: TAS 112 Flat profile, interlocking, high-i c;ssure extfaded concrete roof tile with two �nail`holes. Eor,di)-ect deck, batten, mortar set or adhesive`sei applications. Top ` surface produced with 4 dit`ferent',confi2ututions: c C C C C C C 1. Complete tile brusbN' < 2. Right half brushed`<(sh6w,n in di.awing) , 3. Left half brushed 4. No brush TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS-112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 2 of 10 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Product Description ICP Adhesives Polyseto AH-160 TILE BONDTm Roof Tile Adhesive "Tile Tite" Roof Tile Mortar Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof tile mortar. Touch `N Seal StormBondo 2 Two- Two component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive Touch `N Seal StormBone One One component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL 2.3 EVIDENCE SUBMITTED: Test Agency Test Identifier The Center for Applied 94-084 Engineering, Inc. 94-060A Redland Technologies 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC-77 7161-03 Appendix II & III Letter Dated Aug. 1, 1994 P0631-01 P0402 Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. DuPont de Nemours, Inc. Bermuda Roof Co. Inc. DAP Foam, Inc. DAP Foam, Inc. Test Name/Report Tate Static Uplift Testing Wtay 1994 TAS 101 (Mortar Set) Static Uplift Testing Nlarcl),,1994 TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 Teo ,1995 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 Feb. 1995 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 March, 1995 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing TAS 102 March, 1995 (1 Quik-Drive Screw, Battens) Wind Driven Rain Oct. 1994 TAS 100 Wind Tunnel Testing Dec. 1991 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 3 of 10 Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 520191-1 Static Uplift Testing March 1999 TAS 101 Walker Engineering, Evaluation Calculations 25-7094 February 1996 Inc. 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 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida PRI Construction COPO-002-02-12 TAS 101 10/ 2/2016 Material Technologies COPO-002-02-06 TAS 101 IVA2/2016 COPO-002-02-05 TAS 101 10/1 �/2016 BORR-022-02-01 TAS 101 0,11S/2,019 BORR-022-02-02 TAS 101 02/250,019 BORR-022-02-03 TAS 101 02!25/2019 BORR-022-02-04 TAS 101 02/2E/2019 2002T0003.03 TAS 101 TI/06/,20 NEMO ETC, LLC 4c-DPBS-20-LSOTM- TAS 101 0l.C.RI 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Min.imurn deck requirements shall be in compliance with applicable building code. NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 4 of 10 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 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 - X (ft3) Tile Profile X (ft3) X (ft3) Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":1T' Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens` ,bi'rec1 Slate &, Shake & Deck Deck Deck Split Shake 7.70 7.62 6.61 7.50 6.48 7.34 1 6.31 i�` `1,16 or, greater iaftens Direct` ` Deck 6,1� , 6.95 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft�1(►t)< < < < < < for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck Direct Deck `(3attiens (min 15/32" plywood) (min. 19/32" plywood) A7.2 Saxony 900 2-10d Ring Shank Nails 30.9 1� 38.1 Slate, Shake & 1-10d Smooth or Screw 7.3 9.8 4.9 Split Shake Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip NOA No.: 21-0420.03 MIAMI•DADE COUNTY Expiration Date: 04/26/22 jU � � ` �� Approval Date: 08/26/21 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Paddy Adhesive' Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate &, Shake & Split Shake TILE BONDT- Roof Tile Adhesive 632 TILE BONDTm Roof Tile Adhesive 653 ICP Adhesives Pol set® AH-160 31.34 Touch 'N Seal StormBond02 595 Touch 'N Seal StormBond® (one component) 1056 1 See foam adhesive manufacturer's component approval for installation requirements. 2 Medium paddy weight of 8 grams per paddy of TILE BONDTm Roof Tile Adhesive 3 Medium paddy weight of 16 grams per paddy of TILE BONDTm Roof Tile Adhesive 4 Medium paddy weight of 8 grams per paddy of Polyset® AH-160 5 Medium paddy weight of 8 grams per paddy of Touch 'N Seal StormBond 12 6 Medium paddy weight of 18.7 grams between the and underlayment, paddy weight of 10.5 grams on overlap of tile of Touch 'N Seal StormBond ° one component) Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Tile Application 'g11ieddrum Attejq, tment Profile < < < : Resistqrlqe < < Saxony 900 Slate &, Shake & ICP Adhesives Pol set® AH-160 1197 Split Shake ICP Adhesives Pol set® AH-160 11\1, ICP Adhesives Pol set® AH-160 833 ICP Adhesives Pol set® AH-160 6010 Touch 'N Seal StormBond° 2 ` ` "_ 93"' ` Touch 'N Seal StormBond° 2 - 6212 7 Large paddy weight of 45 grams of Polyset® AH-160 < 8 Medium paddy weight of 34 grams of Polyset® AH-160 9 Medium paddy weight of 24 grams of Polyset® AH-160 10 Medium paddy weight of 18 grams of Polyset® AH-160 11 Large paddy weight of 45 grams of Touch 'N Seal StormBond ° 2 12 Medium paddy weight of 24 grams of Touch 'N Seal StormBond ® 2 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Saxony 900 Slate &, Shake & Split Mortar Set13 43.9 Shake 13 Bermuda Roof Co. Inc. Tile-Tite Roof Tile Mortar. NOA No.: 21-0420.03 MIAMI•DADE COUNTY Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 6 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in of der' to properly evaluate the installation of this system. NOA No.: 21-0420.03 MIAMI•DADE COUNTY Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 7 of 10 NAIL HOLES PROFILE DRAWINGS UNDERLOCK SAXONY 900 - SLATE 5/32" (Slate) C,�VERLOCK NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 8 of 10 NAIL HOLES PROFILE DRAWINGS IP Note: Available Top Surface Finishes 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush SAXONY 900 - SPLIT SHAKE 1-9/32" (Shake) NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 9 of 10 NAIL HOLES PROFILE DRAWINGS END OF THIS ACCEPTANCE 1-9/32" (Shake) NOA No.: 21-0420.03 Expiration Date: 04/26/22 Approval Date: 08/26/21 Page 10 of 10 M IAM 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.gov/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 Control Section to be used in Mialni-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Flor'(da B`uclding Code 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, c it, ; state and f 113 wing < 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 perfonnance 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 Mialni-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.17-0614.22 and consists of pages 1 through 7. The submitted documentation was reviewed by Jorge L. Acebo. Qf �l�!�+• T'� APPROVED NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 1 of 7 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS, APP PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3' Or 33.4' x ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing 3 polymer modified, fiberglass reinforced, bituminous sheet Location #1 & #2 material for use as an underlayment in sloped roof 60 mils thick assemblies. Designed as an ice & rain shield. Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location #1 & #2 underlayment. Polystick TU P 32' 10" x 3'3 3/s" TAS 103 and A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment, Polystick TU Plus 65' x 3'3 3/s" TAS 103 and A rubberized asphalt self -adhering, lass-fiber%polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing mergbrAppr Desiggee,4 as a metal Manufacturing roofing and roof tile underlayment., ; Location #1 & #2 Polystick NITS 65'8" x 3'3-'/8" TAS 103 A homogeneous, rubberized acprzlr nvaterproo rng Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolufinic film, Location #2 on the upper surface for use as atr',dn`derlaymerit for metal roofing, roof tile, slate tiles arM shingle uniiertayment. Polystick NITS Plus 65'8" x 3'3-'/8" TAS 103 A homogeneous, rubberized asphlt�vvate►jrqlofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefriric film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32' 10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof the underlayment systems. MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 2 of 7 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 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 PLYG-SC 10130.09.16 ASTM D 1623 09/22/16 PLYG-SC13035.08.17 TAS 103 & ASTM D4798 10/32/17 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. 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 cvaluaate the installation of this materials. NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 3 of 7 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 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 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",heady lap. (for base sheet only) ; Membrane: Elastoflex S6 G, hot asphalt applied e Surfacing: See General Limitations Below. CC,( G C C( O c Deck Type 1: CCC((( e((C CC((C Cc C( c Wood, non -insulated C " C (( ( Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap mLr brine selfr 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) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 4 of 7 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 both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall 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. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic sr ingles, wood shakes ` and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assenr blies. 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, erc.d roof tile rys-tems. 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 TU Max, Polystick TU P, Polystick TU Plus, Polystick MT, Sand P4iiystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. ` ' ' 5. Polystick IR-Xe, 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 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. Expo ure Limitations (Days) Polystick MTS Polystick IR-Xe Elastoflex S6 G Polystick TU Plus Polystick TU P Polystick TU Max Polystick MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A 180 N/A 7. 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.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 5 of 7 8. 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 TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and 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 tile applications with the exception of mortar set tile applications. 9. 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 System (E3) Profile MTS S6 G Polystick TU P TU Max MTS Plus MTS Plus with TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens Profiled Prohibited 4:12 6:12 6:12 4:12 6:12 Tile without battens 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 aid, to' avoid dropping of the directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading. procedure ,t,,xo 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. F;DLISI.JK Tit usus 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 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 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 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. NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 6 of 7 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. 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 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 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick NITS. 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 TV12" 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 Far:y-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 POLYPLIU,5 `33, XtraFle;� fG Premium Modified Wet/Dry Cement or Polyglass PG 500 to the area in need of repair, fol'1 wed by a'patch of th6 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 suo:i a way so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure fall contact with approved substrates. Polyglass itquires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 7 of 7 MIAMI-DADS 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.miamidade.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 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 R6i1ding Cbtlt;'includit,g the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyset° AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or to&'o,� cify, state ai_d `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 nn, 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 17-0322.03 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. •"° NOA No.: 20-1124.07 MIAMI•DADEC Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 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 Polyset AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polyset®AH-160 N/A TAS 101 ICP Adhesives Foam N/A Dispenser RTF1000 Product Description Two component polyurethane foam, adhesive Dispensing Equipment ` ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: _ Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current N(`)!k 2vb'ich list attachment resistance values with the use of Polyset® AH-160 roof tile adhesive. ` MANUFACTURING LOCATION: ` 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Density @ 73°F ASTM D1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D1623 Water Absorption ASTM D2842 Moisture Vapor Transmission ASTM E96 Dimensional Stability ASTM D2126 Closed Cell Content ASTM D6226 Results 2.1 lbs./ft.3 18 PSI Parallel to rise 14 PSI Perpendicular to rise 29 PSI Parallel to rise 7% 2.3 Perms +0.03% Volume Change @ -40' F., 2 weeks -1.1% Volume Change @158"F., 100% Humidity, 2 weeks 94% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 2 of 11 EVIDENCE SUBMITTED: Test Mency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/94 528454-9-1 528454-10-1 520109-1 TAS 101 12i28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 NEMO ETC, LLC 4p-ICP-20-SSLAP-OI.B- Physical Properties f2/4/20 R1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polysee 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 Polyset`� AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 3 of 11 INSTALLATION: 1. Polyset� AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of Polysef" AH-160. 2. 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 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. Polysete AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. Polyseto AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or IC,P Adhesives�ProPa:,k'lo 30 & 100 dispensing equipment only. 7. 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 Polysp.0' AH-160 has been dispensed. 9. Polyset� AH-160 placement and minimum patty weight shall be in accordance with the Yiacement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 344 grams under panes LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable maikfng of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control:Ahproved" qr,t;ie 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. NOA No.: 20-1124.07 MIAMI•DADECOUNTY Expiration Date: 05/10/22 1 Approval Date: 01/28/21 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nail through plastic cement paddy (Beneath Tile) (when required)1 ' t Underlayment c � { N Y R` 10 in. \ Battensoptional Eave Course. " rj9� , in 100 Eave Closure Nail through plastic cement (when required) -Paddy (Beneath Tile) Underlayment i `. 10in.x`�, 2in, wide Battens optional ` 10in Eave Closure Eave Course Fascia Nail through plastic cement-,,, (when required) f \ Paddy (Beneath Tile) Underlayment x r t0in.x 2In. wide Battens \~ ` 1 , optional EaveCourse Fascia Weephole tn 2 in. , �/r Eave closure 0i , ' �� /: a►, Drip edge Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave coursc.,�apply a mininium 2" (50.8 mm) x 10" (254 miii)' k_ `h' (25.4 1rit i) foam ' paddy onto the underlayfi6rit`positioned as shown under the pan portion of the `tile closest to `1=e overlock of the tile being set. 2. Continue in same manner, Irsvre approximately 17 (109.7 cm2) — 23 (148.4 em) square Inch adhesive r contact with the undersi&e of �he 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.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement Paddy (Beneath Tile) (when required) Underlayment t c` A Battens optional ` `l Eave Course i 9 n�` .\ 101n: �.! � `�� i , ` ! /r1,r ✓ram Fascia in Eave Closure___,__.____ Nail through plastic cement (when required) \ ___..Paddy (Beneath Tile) 4 � Underlayment 7 in. Battens optional s�ti) in 2 in./ - Eave Closure Eave Course `� �1( `---- Fascia 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 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm 2) - 12(77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan`Tiae N 1. Starting at the eave course,,apply a minki-, to 2" (50.t3� mm) x 10" (254 mm) x 1 (25.4'it:un) foam paddy onto the underlayment posiboned`as shaver under th6 ` pan portion of the tile closest to the over`lock'of the the being set. Insure approximately 17 Q 09,7 cm2) 23 (148.4 Cn2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through plastic repent (when required) (/ � ,. paddy (Beneath Tile) Underlay e ar 2 in. Battens optional Eave Course Fascia Weephole Eaveclosure 10 in \ 2 in. Drip edge APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 CM2) — 23 (148.4 Cur) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. InsurL; approxi iiately 17", (109.7 em2) - 19 (122.6 cm2) square inch a` de`sive contact with the underside of &e file. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 tail through plastic cement Paddy (between tiles! rw%en required) Oattens option &I ti i Paddy (under tile) Single paddy r �• � on top of the k r 4 x 4 In. ` *^ sctst� lepaddy, un itil Single Paddy � � on Widertayment„'' ti i x din, 4 '�*�`".` ry 619: *� �`- "^,, d ;'°" Fes•, �r Eaveclosure Flat/Low Profile Tale Nall through plastic cement Single paddy under tale (when required! ✓ 1 . , Paddy ibetween tiles l Battens � , •�.,, I Paddy iunder tilei optional K W Singh? paddy �..,. �' •�..,. l�' %'� �`�. on top of 4x4in. �•"2xiln "y Simpgle paddy tm ' undertayta nt ilea � a;,_ 34n� •_,� � ,-` Cave Closure Cave Cootse Facia Medium Profile Tile 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 from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in (109.7-148.4 cm-') of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam.nddy under the strengthening rib for flat tile,,o—cinder the - pan portion of the tile, cics st o the undcrlock for the second course tile to c 41&talled l 'ttsure approximately 8-9 in (51`.6=58.1 cm2) of adhesive, contact with the undersid`e`ofthe tile: (Instructions continited on n2,?�rt Pgge) NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 9 of It ADHESIVE PLACEMENT DETAIL ## 3 (CONTINUED) Wall through plastic ceryxnt-,Single Paddy under tile Iw'hentequiredl ( ' ff Paddy ibetweentitesl optionail r�� _�`` .Paddy (urisFertilEi , W single enun edaynnen t f Single 2x4in. paded Qn DP Eave Course.— a r fascia Ar- C Weephole . F �Eave dosure Drcpedge High ProflleTlle 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq.In. Steep pitch applications In contact with the pan tile. (when required) 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area, Underlapment Eave closure (motar shown) Fascia Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing fl e r_nderside of the tile. Apply a min:raun, 1" (25.� mm) x 10" (254 mm) bead of adhzsi�6 directly,un the innea-, edge of each side of the i 6v' 6r tile. Leave approximately 3/4" (1,Y iriln) to 1 5,? mm) F E- from the outside edge oF. tie tile, inward, free d......_ foam to allow for exp�hsipp Turn cover tile over aeter`fot.m is applied and place onto pan tile course. 1lisure a minimum of 20 (129 cm2) - 25 (16 1!3 cm') squ~r,; irr; contact area on each side of the coffer Uic to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 nun) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 20-1124.07 Expiration Date: 05/10/22 Approval Date: 01/28/21 Page 11 of 11