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RF-17-2995
Permit.NO. RF-12-17-2995 Miami Shores Village Permit'Type:Roof �S. 10050 N.E.2nd Avenue NE � Wor;kC/assifrcatior�:Tile Miami Shores,FL 33138-0000 Per it Permit'Status:APPROVED Phone: (305)795-2204 fi�oriioA Issuer Date 1/1112018 Expiration: 07/10/2018 Project Address Parcel Number Applicant 9929 NE 4 Avenue Road 1132060171280 MARVIN R LIST&MARIA T MAN Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell MARVIN R LIST&MARIA T MANERBA 9929 NE 4 AVE Road (305)858-0204 - - - -- - -- - - - --- MIAMI SHORES FL 33138- 9929 NE 4 AVE Road MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: L6,OOO.00 E-Z GENERAL& ROOFING cONTRAC' (954)418-8640 Total Scl Feet: Type of Work:Re Roof Available Inspections: Additional Info:TILE ON APPROVED ADDITION Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof d Tile In Progress Renailing Affidavit Review Roof Review Roof Cap Sheet Fees Due jAnPay Date Pay Type Amt Paid Amt Due CCF DBPR Fee Invoice# RF-12-17-65973 12/22/2017 Check#: 1860 $50.00 $224.85 DCA Fee Education Surcharge 01/11/2018 CreditCard $224.85 $0.00 Permit Fee-New Roof Scanning Fee Technology Fee Total: 4 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I c rtity that all the f�goi information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z9w .-•-FAermore,I aof ori ie above-named contractor to do the work stated. January 11, 2018 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 11, 2018 1 Miami Shores Village RECEIVED -Building Department Cl DEC 2 2 ?0177 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 (/ INSPECTION LINE PHONE NUMBER:(305)762-4949 ;BtOjq BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑■ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9929 NE 4 Avenue 2D City: Miami Shores County: Miami Dade Zip: 9 9 1 ,33 Folio/Parcel#: 11-3206-017-1280 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: I 1 Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):** Aw—vin ► LJ T Phone#: Address:N# ( /V City:'4* AA LkM i S c-P J State: JL—k_� Zip: 3�; 13� Tenant/Lessee Name: NA Phone#: <2' t Email: NA CONTRACTOR:Company Name: E-Z General & Roofing Contractors Inc. Phone#: 954-418-8640 Address: 4751 NE 10 Avenue City: Oakland Park State: FL Zip: 33334 Qualifier Name: Ney P. Dias Phone#: 561-441-9654 State Certification or Registration#: CM 325628 Certificate of Competency#: DESIGNER:Architect/Engineer: NA Phone#: Address: NA City: State: Zip: Value of Work for this Permit:$6,000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ■❑ New ❑ Repair/Replace ❑ Demolition Description of Work: TILE u r✓ ASR-;�4 LAEJ) � iL) Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ �f (Revised02/24/2014) Bonding Company's Name(if applicable) NA Bonding Company's Address NA CityNA State Zip Mortgage Lender's Name(if applicable) NA Mortgage Lender's Address NA < City NA State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating I construction in this jurisdiction. I understand thatia separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs sev . (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a r ins ction fee will be charged. Signature _ Signature OWNER or AGENT CO CTOR The foregoing instrument was acknowledged before me this The foregoing instrument w s ac ledged before me this 18 day of December20 17 by 18 day of December 20 17 by / 9il[UI n who is personally known to Ney P. Dias ,who is personally known to me or who has produced l as me or who has produced 'DL-- as identification and w iidentification and rtir;py , 0Y PO Notary Public State of Florida NOTARY PUBLIC: ? Katrina Cornish NOTARY PUBLIC: y4� n&ec7, Notary Public State of Florida Katrina Cornish � ` My Commission GG 014825My Commission GG 014825 I OF i` Expires 07/24/2020 OF w Expires 07/24/2020 r Sign: Sign: t „ Prin : Print: PVB Notary Public State of Flon a Katrina Cornish a I: My Commission GG 014825 ro1►9Y P&, Notary Public State of Florida ! flog Expires 0712412020 46 Katrina Cornish�9 My Commission GG 014825 Expires 07/24/2020 , ################################ ### # ############# # ##################### APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 12/21/2017 Property Search Application-Miami-Dade County OFFICoff 'RPER7 APPRAISER E OF TH v u i Summary Report Generated On: 12/21/2017 r Property Information Folio: 11-3206-017-1280 .+e r Property Address: 9929 NE4AVENUE RD Miami Shores,FL 33138-2439 s " Owner MARVIN R LIST MARIA T MANERBA 9929 NE 4 AVE RD I Mailing Address " MIAMI SHORES,FL 33138 USA PA Primary Zone 1200 SGL FAMILY-2501-2800 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 2/2/1 a Floors 1 Living Units ; Actual Area 2,823 Sq.Ft a, ,,, Living Area 2,113 Sq.Ft - Adjusted Area 2,338 Sq.Ft Taxable Value Information Lot Size 11,674 Sq.Ft 2017 2016 2015 Year Built 1949 County Assessment Information Exemption Value $50,000 $50,000 $0 Taxable Value $141,021 $137,093 $451,924 Year 2017 2016 2015 Land ValueSchool Board $291,717 $279,903 BuildingValue Exemption Value $25,00001 $25,000 $0 $168,360 $168,673 $169,264 Taxable Value $166,021 $162,093 $451,924 XF Value $4,092 $2,757 City Market Value $522,275 $464,482 $451,924 Exemption Value $50,000 $50,000 $0 Assessed Value $191,021 $187,093 $451,924 Taxable Value $141,021 $137,093 $451,924 Benefits Information Regional Exemption Value $50,000 $50,000 $0 Benefit Type 2017 2016 2015 , Save Our Homes Cap Assessment Reduction $331,254 Taxable Value 1 $141,021 $137,093 $451 924 Portability Assessment Reduction $277,389 Sales Information Homestead Exemption $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second Homestead Exemption $25,000 $25,000 05/22/2014 $535,000 29216-2990 Qual by exam of deed Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 05/01/1986 $145,000 12902-1153 Sales which are qualified Board,City,Regional). 09/01/1984 $80,000 12277-2907 Sales which are qualified Short Legal Description MIAMI SHORES SEC 4 AMD PB 15-14 LOT 11 LESS ELY13.2FT&ALL LOT 12 BLK 96 LOT SIZE 89.800 X 130 OR 12902-1153 0586 1 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: '; ,SNURfS Lam! Miami Shores Village �Big Building Department 10050 N.E.2nd Avenue �'Lpjs'Ipp 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. e To: Miami Shores Village Building Department Dater 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: I/ Property Address:—(DIC,r114a Roofing Permit Number: Dear Building Official: I. �' �� certify that I am not required to retrofit the roof to wall connections of my building because: �he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions of 1994 editio of th South Florida Building Code(1994 SFBC) Signature i4int Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this �1 day of a01 'lam P Kat lna ubNc State oomish f ptarlde Notary Public, Sate of Florida at Large �� commission GG 014 Plres 07/24/2020 823 • 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 1 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 SHORES 114C.19312 Miami shores Village m••• Building Department 10050 N.E.2nd Avenue yetiree10e Miami Shores, Florida 33138 �LoRiDp Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Building Village De 9 9 P artment Date:�-� G�i� 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name:_AV)V1 Property Address: � (� ,�� Roofing Permit Number: Dear Building Official: r certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential Structures pted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this C( day of 20_ _' Notary Public, Sate of Florida at Large =oMar° Notary Public State of Flori a Katrina Cornish ommission GG (SEAL) �''oaao� Expie s07/24/2020 014825 FINAL COMPLIANCE Revised on 5/21/2009 TGFU.R11656 - Roofing Systems Page 19 of 21 Insulation(Optional):—Polyisocyanurate,2-in.minimum,glass fiber 1-in. minimum. Base Sheet:—One or more layers Type G2"Glasbase",mechanically fastened. Membrane:—One layer"GTA/FR"(modified bitumen),torch applied. 19.Deck:C-15/32 Incline: 1/2 •••• Base Sheet:—One or more layers Type G2,mechanically fastened. • • �••••• •••••• Membrane:—One or more layers"GTA"(modified bitimen), heat applied. • • • • 20.Deck:C-15/32 Incline: 1/2 •••••• • •••••• • Base Sheet:—One or more layers Type G2"Glass Base",mechanically fastened. 00** ••• ;•••• Membrane:—One layer"Flintlastic GMS", hot mopped or"Flintlastic GTS"(modified bitumen),heat fused. • • • •••• •••• ••••• 21.Deck:C-15/32 Incline: 1/2 •••••• •••• ••••• •• •• •••• •••••• Insulation(Optional):—Any thickness,one or more layers UL Classified perlite,glass fiber, polyisocyVpyr;(,per • • • Barrier Board:—Minimum 1/4-in.thick Geogia-Pacific Gypsum LLC Corp. "DensDeckp Roofboard"wi*allyoints stag�ered a minimum • of 6-in.from the plywood butt joints. • • • *see** Base Sheet(Optional): —One or more layers"Flex-I-Glas", mechanically fastened. • • •••••• • • Ply Sheet:—One or more layers"Flintlastic Ultra Poly SMS", heat fused. • • • • •• • Membrane:—One layer"Flintlastic GTS",heat fused. •• • 606696 • • 22.Deck:NC Incline: 1/2 Ply sheet:—"Flintlastic Ultra Glass SA" Membrane:—"FR-P membrane",fully adhered with"FlintBond Brush Grade"or Karnak Corp. "81 Brush"adhesive at 1-1/2-gal./100-ft2. 23.Deck:NC Incline: 1/2 1 Ply Sheet:—"Flintlastic Ultra Glass SA" Membrane:—"FR-P membrane hot mopped. 24.Deck:C-15/32 Incline: 1 Base Sheet:—One layer Type G2 or"Flexiglas",mechanically fastened. Surfacing:—"Flintlastic Cap 30",hot mopped. 25. Deck:NC Incline: 1/4 Base Sheet:—"Flintlastic APP Base T", mechanically fastened or torched Ply Sheet(Optional):—"Flintlastic APP Base T",torched Cap Sheet:—"Flintlastic GTA",torched OPYI 26.Deck:NC Incline: 1/2 Barrier Board:—Minimum 1/4-in.thick United States Gypsum Co. "SECUROCK@ Gypsum-Fiber Roof Board"(Type FRX-G), mechanically fastened. Ply Sheet:—"Flintlastic STA"or"Flintlastic APP Base T", heat fused. Cap Sheet:—"Flintlastic GTA", heat fused. 27.Deck:NC Incline: 1-1/2 I f Insulation: —Polyisocyanurate,glass fiber, perlite,wood fiber,mechanically fastened or adhered with hot roofing asphalt,any thickness. Base Sheet:—"Black Diamond Base Sheet",self-adhered. Ply Sheet:—"Flintlastic STA"or"Flintlastic APP Base T", heat fused. Cap Sheet:— "Flintlastic GTA-FR",heat fused. Class C-Fully Adhered 1. Deck:C-15/32 Incline: 1/2 Insulation(Optional):—Polyisocyanurate,perlite,wood fiber or glass fiber, mechanically fastened or hot mopped in place. L Base Sheet:—One or more layers Type G2 or"Flex-I-glas",mechanically fastened or hot mopped in place. Ply Sheet(Optional):—One or more layers Type G1,Type G2,"Flex-I-Glas"or"Poly SMS Base Sheet", hot mopped in place. Membrane:—"GMS","GTA", "GTA Black Diamond"or"GTA White Diamond",heat fused. 2. Deck:C 15/32 Incline: Unlimited Impact:4 i Insulation(Optional):—Wood fiber,glass fiber or perlite,any thickness. Base Sheet:—One layer"Flintlastic SA Nailbase mechanically fastened. Cap Sheet:—One layer"Flintlastic SA P-Cap FR",self-adhered. 3.Deck:C-15/32 Incline:2 Impact:4 Insulation(Optional):—Polyisocyanurate,wood fiber,glasss fiber or perlite,any thickness. Base Sheet:—One layer"Flintlastic SA Nailbase",mechanically fastened. Mid-Ply(Optional): —One layer"Flintlastic SA Mid-ply"or"Flintlastic SA Plybase",self-adhered. Cap Sheet:—One layer"Flintlastic SA P-Cap FR",self-adhered. 4. Deck:C-15%32 Incline: Unlimited Impact:4 ` t http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 2/28/2017 .k ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Y3 t .kl i Florida Building Code 5th Edition(2014) CITY 1 High-Velocity Hurricane Zone Uniform Permit Application ., 1 Section A(General Information) 1 1 Master Permit No. Py I `` Process No. .. 1 Contractor's Name_CZ &FA t2kC /Wp fk7�i & t.�Q uZ9Gt0i2 INc. 1 1 CCP_1��vJob Address J y� �/E U AyE t2� An 0/0 SEC 2 21011 ROOF CATEGORY ; [ Low Slope ❑ Mechanically Fastened Tile >i Mortar/Adhesive Set.Tiles• ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Woo Shi • •• � p�l�s/Shal�es ❑ Prescriptive BUR-RAS 150 :' " 't ROOF TYPE 0000090 a1 • New roof ❑ Repair ❑ Maintenance Reroofing .""Q Recovering0000 0 ' I _r Reroo ROOF SYSTEM INFORMATION �r• ...... .. . .... Low Slope Roof Area(SFLUD-0 Steep Sloped Roof AREA(SSF)__qQ Total(SF)•. •• ...... or Section B(Roof Plan) :""' 1 . .• ...... Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and CberflCw draiV.Trypit�ie dim�n- 1 ' sions of sections and levels,`clearly identify dimensions of elevated pressure zones and location of parapets. I I 1 1 n U y � 1 co i 1 U M i� 11-oolT1 lij _ 1 i z ❑ c 1 EL Q N m� u; C� 1 1 1 1 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section C(Low Slope Application) Top Ply Fastener/Bonding Material: 1 Fill in specific roof assembly components and identify 4c),7,,� 1 manufacturer � (oY2S 1(If a component is not used,identify as"NA") Surfacing: )9,AJ9AL� 1 Fastener Spacing for Anchor/Base Sheet Attachment: 1 System Manufacturer. GE-4A(d 4EE 1 1 Field: "oc @Lap,#Rows @-Q-"oc 1 �r Perimeter: "oc La #Rows 1 Product Approval No.: (� _�./��� ,��, � @ P, a @--E-oc 1 1 1 Design Wind Pressures,From RAS 128 or Calculations: Corner:-"oc @ Lap,#Rows SIL @--L„oc 1Number of Fasteners Per'Insulation Board: :... • 1 P1: P2: P3: . . . �..••. 1 Max.Design Pressure,from the specific product Field Perimeter " ' Corner'. 1 00 .*e•.. • •• ...... approval system: Illustrate Components Noted and Detei4�as Applicable: 1 �....: Deck: Woodblocking, Gutter, Edge Terminetie%Strippilgg,,Flling, • Type:_ Ply�OQ� Continuous Cleat,Cant Strip,Basra Flashing,Countedias�ling, j•••• 1 T e: Coping, Etc. r•..• • •....• • Indicate: Mean Roof Height, Para;;;• ;fight, Hejg..hT otBase r..... Gauge/Thickness: 5A, Flashing, Component Material, Materijl Thickness, Fastener �' Slope: /jam Type, Fastener Spacing or Submit:Manufsocturer�Deta�s that I o o::o 1 , , Comply with RAS 111 and Chapter'16, :0000* L 1 Anchor/Base Sheet&No.of Ply(s): At( lA/kA�F}I�R ids E •.* : 000 . 9 0 0 0 0 1 �•: 1 Anchor/Base Sheet Fastener/Bonding Material: 1 d�* as 1 1 1 Insulation Base Layer. FT. 1 1 Base Insulation Size and Thickness: /I PP 1060-f=( *it 1 1 Base Insulation Fastener/Bonding Material: 1 WF- �!-✓Z r3ffSE 1 1 1 Top Insulation Layer: FT. 1 1 I 1 Top Insulation Size and Thickness: 3X3 G9tv- Mean Roof 1 1 Top Insulation Fastener/Bonding Material: Height I 1 iBase Sheet(s)&No,of Ply(s): 1 1 1 Base Sheet Fastener/Bonding Material: 1 I Ply Sheet(s)&No.of Ply(s): 1 1 1 Ply Sheet Fastener/Bonding Material: 1 1 Top Ply: ('2Apt M4nii�-b 1 1 r I i 15.38 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliczer Palacio on]un B,2015 10:32:12 AM pursuant to license Agreement.No further reproductions authorized. i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form I1 1 Section D(Steep Sloped Roof System) 1 1 Roof System Manufacturer: E,eAe GSA 1 Notice of Acceptance Number: -Q I (a, 0 1 Minimum Design Wind Pressures,If Applicable(From RAS 127 or alculations): 1 P1: -- y� E b P1: - 1Q©• (0 P1: I 1 1 1 Deck Type: l Woo f 1 Type Underlayment: Q •• 1 Roof Slope: • _r 12 • Insulation: A iA .... .. . 1 Fire Barrier: /f ...... .. ..:..• Ridge Ventilation?Nf Fastener Type&Spacing: ( I'IS ti/14itS Adhesive Type: '1 �• 1 Type Cap Sheet: NJ MAX �1 1 I 1 - 1 Mean Roof H=1A1, Roof Covering: Type&Size Drip1 Edge: 3y3 6.4&,V- 1 - 1 1 I FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) I 15.39 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 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 acceptable. s 1 1 Method 1 "Moment Based Tile Calculations Per RAS 127" 1 (P1:_x A.-= -Mg:_=Mr,- Product Approval M, 1 (P2:_xx_= _�-Mg:_=Mrz_ Product Approval M, 1 (P3:_xX_= -Mg:_=Mr,_ Product Approval M, 1 Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(M,)From Table Below_� •y Product Approval M, ��,I• ' :...:. Mr required Moment Resistance' • • Mean Roof Height • � I Roof Slope 15' 20' 25' 30' ' ':'040' 0 •• •0.0 0 0 2:12 34.4 36.5 38.2 39.7 •.• 0 :0.00: 42.2 1 3:12 32.2 34.4 36.037.4 •••39.8 •"• ";"0 1 4:1230.4 32.2 33.8 35.1 7.3 • • •• 00000 5:1 28.4 30.1 31.6 32.8 0 0 0 04.9 1 : 0 .4 • . 0...:. :12 26.4 28.0 29.4 30.5 7:12 24.4 25.9 27.1 28.2 0 •30.0 0 •••• • `Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of R%; and • • Appeals. 1 For Uplift based the systems use Method 3.Compared the values for F'with the values for Fr. If the F'values are greater than or I equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. 1 + I Method 3"Uplift Based Tile Calculations Per RAS 127" (P1:_x L___x w:__)-W:_x cos 0_=Fr, Product Approval F' 1 (P2:_x L___x w:__)-W:-x cos 0_=Fn_ Product Approval F' 1 (P3:_x L_= x w:_ )-W:_x cos 6_=F�_ Product Approval F' 1 Where to Obtain Information 1 Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 1 Mean Roof Height H Job Site Roof Slope A Job Site 1 Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity M9 Product Approval, Attachment Resistance Mt Product Approval Required Moment Resistance M9 Calculated 1 Minimum Attachment Resistance F' Product Approval 1 Required Uplift Resistance Fr Calculated 1 Average Tile Weight W Product Approval 1 Tile Dimensions L =length W=width Product Approval 1 All calculations must be submitted to the building official at the time of permit application. 1 . 15.40 1 FLORIDA BUILDING CODE-BUILDING,5th EDITION(2014) Copyright to,or licensed by;ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on]un 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. r pCpR1 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. :999:9 2. _ / Renailing wood decks: When replacing roofing,the existing:woodcoof deck may have to••:• be renailed in accordance with the current provisions of Section R4403. (Ther*oof deck i;u*%aTly •• .00:09 . .. 0000.. concealed prior to removing the existing roof system). . 0000 .. 0000.. 4. Exposed Ceiling: Exposed,open beam ceilings are where No dpdarcide of thg roof decking:•• can be viewed from below. The owner may wish to maintain the architecturelhappearancc,therefore, 9.9 roofing nail penetration of the underside of the decking may not be acceptatle:'Tit provideslhe option of •. maintaining the appearance`. 900000 999999 6. At LI—Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water, Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accord nce with the requirements of Sections R4402, R440 an R4413. f 17 Y Owrier/Agent's Signature Dat Contra ture Date Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; AC132 ENGINEERING INC Testing and Engineering Services Certificate of Authorization-C.A.#8131 16821 SW 1 Street, Pembroke Pines, FL 33027 Engineering Calculations FLORIDA BUILDING CODE 2014 CALCULATIONS FOR ANCHOR OR BASE SHEET ATTACHMENT BASED ON ROOFING APPLICATION STANDARD(RAS)No. 117 (New Construction/Reroof Applications) PROJECT NAME: E-Z General This calculations is for a Flat Section of a property located at: 8829 NE 4 Street, Miami Shores ••• Given by : E-Z General • Flat Roof Section Area is : 12 Squares • .... . .. ..... Building with a roof mean height less than 10 feet • ...... .. . ..... Base Sheet Lap 4 Inches SLOPE( Equal or Lower}• ••• %••• • Wind Uplift Pressures from Permit Application: 1/2"in 12" ' Field Area -52.5 psf Perimeter Area -52.5 psf •••••• Comer Area -52.5 psf Wind Uplift Pressures from RAS No. 128(See FBC)EXPOSURE D: Field Area -51.4 psf Wind Speed 175 mph Perimeter Area -86.2 psf Comer Area -129.7 psf FASTENERS BY NOA - NOA# 14-0529.02 Page 23 of 42 Ring Shank Nails and Tin Caps Base Sheet Fasteners at a fastener spacing of 8"o.c. at the 4"lap staggered and 8"o.c. in three rows in the center of sheet Maximum Design Pressure by NOA: 52.5 psf } Antonio Acevedo P.E. Fla. Re o: 36466 Page 1 ACB2 ENGINEERING INC. Testing and Engineering Services CALCULATIONS FOR BASE SHEET Given: Width of Sheet is: 36 inches (Information by Roofer) Side Lap Width is: 4 Inches (Information by Roofer) A.CALCULATE WIDTH OF SHEET FOR ONE NET SQUARE(100 ft2) 1. Net Width of Sheet(ft): Net Width(ft)_(Sheet Width)-(Side Lap Width)/12 • 0000.. 7 • 0000.. Net Width(ft)= 2.666667 ft OR 32 inches 0000.. 0000:. 0000.. 2. Net Length to Make One Square(100 Square Feet) 000800 •• 0. •••• 0000 . .. 0000. Net Length=(100 ft2)/Net Width • ...... .. . ..... .. .. . .. 0000.. Net Length= 37.5 feet :••:•: •. . . . .0000• 0.00.. • . . • . 0000.. B. DETERMINE THE NUMBER OF FASTENERS PER SQUARE ••0 General Equation (1 Fastener/A)x(12 in./ft)x((B/row)x(C/square)=D F Where A=Specified Fastener spacing LAP 8 Inches A2=Specified Fastener spacing(FIELD/ROW) flinches B=Net Length(in feet)to make one square 37.5 feet C=number of rows having spacing A(LAP) 1 Rows C2=number of rows having spacing A2(FIELD/ROW) 3 Rows D=number of fasteners per square SIDE LAP ROW: 56.25 "=D" Fasteners/Square CENTER ROW: 168.75 "=D" Fasteners/Square Total Number of Fasteners per Square(every 100 ft2) 225 TOTAL SQUARE FEET PER FASTENER 0.444444 Square Feet per Fastener Page 2 of 3 I a ACB2 ENGINEERING INC Testing and Engineering Services DETERMINE THE FASTENER VALUE Given: Calculated Square Feet per Fastener= 0.444444 ft2/Fastener Maximum Design Pressure From NOA 52.5 psf GENERAL EQUATION Fy=Fastener Value Fy=(max design pressure)x(square feet per fasteners) Fy= 23.33331 lbf DETERMINE ANCHOR/BASE SHEET SPACING • • TO MEET PRESSURE • • :••••• 9900 •• .. . .. • . GENERAL EQUATION 0009.. i •.•0 000000 0990•• • • • FS=(Fy x 144)/(P x RS) ••.. .. . 0000: • . • • • 9909 • •• 90000 FS= fastener spacing(inches) • • 9000.• .. • 0000. Fy= fastener value(Ibf) • • • • • . .. •• • • 9900.. P= max design pressure(psf) 000000 0 0• RS= row spacing(inches) • 9 • • • • • 9000.. 0000•• Note: : .•• • :•000: Row spacing(RS)is the Net Width of Sheet divided by number of rows *0 0 000 0 0 0 0 The Net Wdth is the width of base sheet less the side lap distance 0• Total Number of rows from NOA= 4 Fastener Rows From Previous Calculations: The net width is 32 inches Therefore Row Spacing= 8 inches Wind Uplift Pressures from RAS 128:Exposure D Field Area 51.4 psf Wind Speed 175 mph Perimeter Area 86.2 psf Comer Area 129.7 psf CONCLUSIONS/RECOMMENDATIONS A.FASTENER SPACING FOR PERIMETER AREA FS= 4.872385 inches USE MAXIMUM 4 INCHES SPACING(Fractions are rounded down per 2014 FBC) Minimum 4 Feet Wide Perimeter Width-Use 4"o.c.with 3 rows in Center of Sheet and 1 row in Lap B.FASTENER SPACING FOR CORNER AREA FS= 3.238239 inches USE MAXIMUM 4 INCHES SPACING(Min.of 4"Based on Section 8.1 of RAS 117 of 2014 FBC) Minimum 4 Feet by 4 Feet Area for Comer-Use 4"o.c.with 4 rows In Center of Sheet and 1 row in Lap C.FASTENER SPACING FOR FIELD AREA FS= 8.171198 USE MAXIMUM 8"LAP AND 8"FIELD SPACING(Based on Product Approval) Use 8"o.c.with 3 rows in center of sheet and 8"o.c.with 1 row Side Lap Page 3 of 3 f i' MIAMI-DADE COUNTY MIAM 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/economy Entegra Roof Tile, LLC 1289 NE 9"Ave Okeechobee,FL.34972 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 havethiapsoduct or material tested for quality assurance purposes. If this product or material fails to perform fhe liccept'@ manner tyle manufacturer will incur the expense of such testing and the AHJ may immediately revoke, nlgdif y„or su$pe?id the use o..•: such product or material within their jurisdiction. RER reserves the right to revoke this accepta&x- #if it is deWrminedby , Miami-Dade County Product Control Section that this product or material fails to meet the re viw@nents of the epplicabre building code. •••• •• ••••• This product is approved as described herein and has been designed to comply with the Flor'•3*•*ldin Cvc�e i'nclud***:• p pp p Y 1� g. ... the High Velocity Hurricane Zone of the Florida Building Code. .,,.., ,• . . . • 000,% DESCRIPTION: Bermuda Concrete Flat Roof Tile ;.,,,: .. ... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state an(f following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 14-1120.06 and consists of pages 1 through 6. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No. 16-0112.07 MIAMI•DAD;CouNTY Expiration Date:06/07/21 Approval Date: 02/25/16 Page 1 of 6 4 f ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile, LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in the locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by,calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product �..•:.x • • Applicant Dimensions Specifications DME?pdon • Entegra Flat Tile Length= 16" TAS 112 Flat profile, interlocktng,Pgh pressureextrudo&••:- Width= 10" Type 3a concrete rooftile equfNfflVith two nail holes*. Class III For mechanical,mortar o''r'adhesi V%et'. ' .... . .. ..... applications. • •• :• • •. Trim Pieces I=varies TAS 112 Accessory trim,concreteYoof pieves fog use at•••... w=varies hips,rakes,ridges anOV4?*terminations. •� varying thickness Manufactured for each tile Profile:...;, •••••• • 2.1 MANUFACTURING LOCATION 1. Okeechobee, FL I 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 - Static Uplift Testing Dec. 1991 Appendix III PA 102 &PA 102(A) The Center for Applied Engineering, 94-084 Static Uplift Testing May 1994 Inc. PA 101 (Mortar Set) The Center for Applied Engineering, 94-060A Static Uplift Testing March, 1994 Inc. PA 101 (Adhesive Set) The Center for Applied Engineering, 25-7094-2 Static Uplift Testing PA 102 Oct. 1994 Inc. (4" Headlap,Nails, Direct Deck,New' Construction) The Center for Applied Engineering, 25-7094-8 Static Uplift Testing PA 102 Oct. 1994 Inc. (4" Headlap,Nails, Battens) The Center for Applied Engineering, 25-7094-5 Static Uplift Testing PA 102 Oct. 1994 t Inc. '(4" Headlap,Nails,Direct Deck, Recover/Reroof) The Center for Applied Engineering, 25-7183-6 Static Uplift Testing PA 102 Feb. 1995 Inc. : (2 Quik-Drive Screws,Direct Deck) a t NOA No. 16-0112.07 CMIAMIMADEOUNTY Expiration Date: 06/07/21 Approval Date:02/25/16 Page,2 of 6 2.2. EVIDENCk SUBMITTED Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineering, 25-7183-5 Static Uplift Testing Feb. 1995 Inc. PA 102 (2 Quik-Drive Screws, Battens) The Center for Applied Engineering, 25-7214-1 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik-Drive Screw,Direct Deck) The Center for Applied Engineering, 25-7214-5 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing ; •JtLy 1994 PA 108 (Mortar Set) ' ••••;• Redland Technologies P0402 Withdrawal Resistance Test% :f scree:•.Se"pt. 199 vs. smooth shank 4ii�a* • The Center for Applied Engineering, Project No. 307025 Wind Driven RaiV... ;� Qct. 19946•0•; Inc. Test#MDC-77 PA 100 '.... 0%e g Atlanta Testing&Engineering, Inc. R1.894 Physical Properti"..9 �.�Aaf. 199A....' R2.894 PA 112 •• •• •• •••••• R3.894 •••••• • Professional Service Industries,Inc. 395-40011-1 Physical Propertles :..Aab 200V"•• PA 112 ••• :....: Celotex Corporation Testing Service 520109-1 Static Uplift Testing • •q.gc. 199.8 520111-4 PA 101 Celotex Corporation Testing Service 520191-1 Static Uplift Testing March 1999 PA 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 2004 Walker Engineering, Inc. Evaluation Calculations 25-7094 Feb 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 25-7804b-8 1996 25-78044& 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25=7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Restoring Moment, Mg March 2004 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05/06/08 American Test Lab of South Florida RT1210.02-15 TAS 112 12/17/15 t NOA No. 16-0112.07 QMIAMMMMADE couNTv Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 3 of 6 i i 3. 1 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 in accordance with TAS 106 may required,refer to applicable building code. 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 Miami-Dade Product Control Section 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. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Entegra `Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Mi-ami Dade County Roofing Application Standard RAS 118,RAS 119, and RAS 120: .•. •••••. 4.2 Data For Attachment Calculations. • _ f Table 1: Average Weight (W) and Dimensions(I x w ) .... •• ::*Goo: Tile Profile Weight-W(lbf) Length4 (ft) " ' WrdthLW (ft) •• •• ...... 00• k Entegra Flat Tile 9.7 1 1.33 •. .•' : .833' .••••• Table 2: Aerodynamic Multipliers -X (ft3) ••• •• Tile X (ft3) .� (ft,�. • Profile Batten Application Direct Deck Apptic;tion Enteg ra Flat Tile 0.189 0.205 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 3":12" 4":12" 511:12" 6":12" Greater than Profile 7":12" Entegra Flat Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35 1 NOA No. 16-0112.07 QMIAMMADECO Expiration Date: 06/07/21 Approval Date:02/25/16 r Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) I Entegra Flat 2-10d Ring Shank Nails 30.9 38.1 17.2 Tile 1-10d Smooth or Screw 7.3 9.8 4.9 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 :0.3%2 •, Shank Nails Eave Clip) "':" 00 .. ... % ... 2-10d Ring Shank Nails50.3 65.5 '... ; •4 .3 00 1 Installation with a 4"tile headlap and fasterners are located a min. of 2'/2'from head of tile..... .. Table 5: Attachment Resistance Expressed as a Moment Mf Cft1Vj • for Two Patty Adhesive Set Systems see.*. Tile Tile Application Minimum l Alinent-Resistance"": Profile Entegra Flat Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M- 2-Component Foam Roof Tile Adhesive AH-160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Entegra Flat 3MT" 2-Component Foam Roof Tile Adhesive AH-160 118.94 Tile 3M- 2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large paddy placement of 45 grams of 3M- 2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams of 3M- 2-Component Foam Roof Tile Adhesive AH-160 NOA No. 16-0112.07 M�eu��•�e►�e CO" Expiration Date: 06/07/21 Approval Date: 02/25/16 Page 5 of 6 5. ; LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved". ENTEGRA FLAT TILE LABEL(LOCATED ON UNDERSIDE OF TILE BUILDING PERMIT REQUIREMENTS: As required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. F PROFILE DRAWING • ENTEGRA"FLAT" CONCRETE ROOF TILE "';" • •••• +••.:. •••• •.•••• i— 16' -1 ••••• .. .. . .. ...... 10' FIELD TILE f� 16' i 10' THICK BUTT TILE END OF THIS ACCEPTANCE NOA No.16-0112.07 MIAMI•DADE COUNTY p Ex iration Date:06/07/21 IIIIIIIIIII� � � Approval Date: 02/25/16 Page 6 of 6 4 � MIAMI-DADE COUNTY MIAMI F PRODUCT CONTROL SECTION RM 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ICP Adhesives and Sealants,Inc. 12505 NW 44"Street Coral Springs,FL.33065 { SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to ha)ie this product or material tested for quality assurance purposes. If this product or material fails to perform i:1th;•%cceptadmanner, th+a.... manufacturer will incur the expense of such testing and the AHJ may immediately revoke, nfd'dif}, or sJs%end the use •• of such product or material within their jurisdiction. RER reserves the right to revoke llhit'acce' tan&?, if it i�•• • determined by Miami-Dade County Product Control Section that this product or material fai s to meet the recjuiremen=S.,•; .to e . • of the applicable building code. • .... . .. ..... This product is approved as described herein, and has been designed to comply with dg Viorida Padding Cod@:..' including the High Velocity Hurricane Zone of the Florida Building Code. 0* 00 •• ••••.. DESCRIPTION: ICP Adhesives Polyset®AH-160 .•• ••• .. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state andillowing statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA.will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 MIAMbDAoe CouNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 e ' I 1 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP.Adhesives Polyset' AH-160 as manufactured by 1.ICP Adhesives and Sealants,Inc:as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low, and high profile roof tile systems using ICP Adhesives Polyset®AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 0 • • •.0.000 • 0000.0 ICP Adhesives N/A TAS 101 Two component polyurethane fawn tlhesive • . • Polyset®AH-160 0000.. .. �•�•;• ICP Adhesives Foam N/A Dispensing Equipment.••0 0� � • 0000.: Dispenser RTF1000 ••���• fi�•.0�. �•••• ICP Adhesives ProPack® N/A Dispensing Equipment••••• •• 00:00' i. 0 .. .. . •• 0000.. 30& 100 • • t. 0000.. 0000.. PRODUCTS MANUFACTURED BY OTHERS: '•' •••• Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attAment resistance values with the use of ICP Adhesives Polyset AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' '' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-400 F., 2 weeks +6.0%Volume Change @1580F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The'physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MIAMFDAD,COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 r c EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date 1 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 Ramtech Laboratories,Inc. .9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 1 V16/$4 01-6739-062b[1] ASTM E 84 OLPIM711 Trinity Engineering 7050.02.96-1 TAS 114 03/14196 ••••:• P36700.04.12 ASTM D 1623 •'•"' 04/1 WW2 • P39740.02.12 TAS 101 ••• •• 01b1/22 •• TAS 123 •Soso• •• o ••�•�. • .. .. . .. YYYYYY Celotex Corp. Testing Services 528454-2-1 ; TAS 101 •. 10/23/98 •• 528454-9-1 • • •Y ....•YYYY• • YYYY 528454-10-1 00* • : 520109-1 TAS 101 1-291511 ••••• 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire:rating. ' 2. ICP Adhesives Polyset' AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MAMPDADECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 { INSTALLATION: 1. ICP Adhesives Polyset` AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset' AH-160. 2. ICP Adhesives Polyset AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS`127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset AH-160 and its components shall be installed in accordance with RoofingApplication Standard RAS'120,and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before DDk ation of any adhesive. The mix ratio between the"A" component and the "B" component shE01 be1h4aintai'hed between***-:*. 1.0-1.15 (A): 1.0(B). 0:* • .. • . • 6. ICP Adhesives Polyset AH-160 shall be applied with ICP Adhesives Foam Dispenser 14,44900 or ICP. • Adhesives ProPack'30 & 100 dispensing equipment only. •••• .. ;••••; 7. ICP Adhesives Polyset AH-160 shall not be exposed permanently to sunlight. •••• •• ••: ...... .. . ..... S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutdpafter ICP Adhesives ...... Polyset AH-160 has been dispensed. ;";•; , • • 9. ICP Adhesivess-Polyset AH-160 placement and minimum patty weight shall be in accordance with:thV•• • 'Placement Details'herein. Each generic tile profile requires the specific placement notodtekin. ... ;••••; i r NOA No.: 17-0322.03 MLAM DeCouNrir Expiration Date: -0322.22 Approval Date: 04/27/17 Page 4 of 11 { f 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 grarnspdbead edge)20-25 sq. inches each bead 0000.. �. .. .. ... Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches •• 4 grams under pan:. •.: 0000 . .. 0000. 0;•000 .. . ,.:..' LABELING: •• •• •• 090000 All approved products listed herein shall be labeled and shall bear the imprint or identifiable lrarkirtg of toe 0 ••0 • manufacturer's name or logo and following statement: "Miami-Dade County Product Control*Approved" 3r'Ar'e'ldliami; 0 Dade County Product Control Seal as shown below. •• ... •••••• PflAMIE COU BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. r k NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 r ADHESIVE PLACEMENT DETAIL# I man dhfoug(uplastkcan•nt� P'adidy(BanaalhIlia) Flat/Low Profile Tile I�i 1. Starting at the eave course, apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam w Ir A, paddy onto the.underlayment positioned as shown, under the strengthening rib closest to the Overlock .- � s � �-. of the the being set. U.satensog�tiona �: '�• W'-�,'� `. uvrcaur 4• y' f 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cm2) square inch adhesive r "-� .• '' contact with the underside of the tile. �-' � t0ii.-`•-. s�"`fir.{ ,� -,'^ .,�` Fascia -• 2 bio✓ �. � ,.�. EsniClusuiw:.z.�_„ Nail through plastic ctment Medium Profile/ Double Paft4Tile •• • .� , • • •••••• (when required) •••:•• • •• �Pwddy{sarjOWLh W1,01 1. Starting at the eave courseia� ly a minimum 2" ;,•••; 1 (50.8 mm)x 10"(254 mrn�� '�(25.4 tonrfroam ' • ..... paddy onto the underlayrVgjatp4sitiong�i asshown• *:a*• under the pan portion of WWclose:t tbatl t ...... Overlock of the tile beingrot`.� •• onal � - 2. Continue in same mannej.Iro;e app=oxiinately 1 W lxattens opKi -r (109.7 cm2)—23 (148.4 c?n*) s4uare.i' b acthesiv;•••• - ` contact with the underside of the tile. ZtN ta%ffl Closure taw Course Fascia 1- W.�tlelervugplsticc r•�w High Profile/Single Pan Tile ' QsMen rcquiredl ( Faddy 1151«n—NT41a1 w� a ur,�irr,yrnR,r v; -`,K 1. Starting at the eave course,apply a minimum 2" F.: (50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam `��w =�.'� •` paddy onto the underlayment positioned as shown j under the pan portion of the tile closest to the �1n.wklo w--. r `` .- overlock of the tile being set. Rattens ,~ �' , � r'P- 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. ataw Caursa �. M1•. Fascia ifi iiu •. Z in. X� "'f �� have closure Drip edge NOA No.: 17-0322.03 t71AMNDALDeCouN7�r Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 i ' ADHESIVE PLACEMENT DETAIL#2 lCAthmughpramictumun! Flat/Low Profile Tile 1. Starting at the cave 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 x.1' �'�w ;�, strengthening rib of the tile closest to the overlock of i" ' , the tile being set. Insure approximately]7(109.7 cm2) 23 (148.4 cm2) square inch adhesive contact with the BaEEwu optional °i ` +MY a,`M1 underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) ti ialwR,r�g�ta x 7"(177.8 mm)x 1"(25.4 mm) foam paddy onto the drr underlayment positioned as shown under the strengthening rib closest to the overlock of the tile Came laser,-. f es' r being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12(77.4 cm2)squareinch actesiva contact with the underside ottke* tOe. .• ••••:• 0000.. 4 • 00 0000.. 000.00 • Medium Profile/Double Pan.]Mle• •• • ••••" Rail thravghplasticoerneni666*• • • • • • (when requiredl • •• 1. Starting at the cave course apply s minilAum•Z" 50A0`••• Naddyq�encath711eb g �• • ( t mm)x 10" (254 mm)x 1""5,g jpm) foam paddy ...... Und•tia •n1 � > �x y+� �" onto the underlayment poslion*ed;as shown ujider the00*000 •. pan portion of the tile closest to the ovellbl✓it of the �``�"~-. r tile being set. Insure approxi�rnate�y 17 (.1119.7 cm2);•••• 7 Vin. 2 in 4 . .. j 23 (148.4 cm2) square inch adhesive contact•�rth the underside of the tile. awnens optional 2. At the second course, apply a minimum 2» (50.8mm) OM1' �� �``•�; x 7" (177.8 mm)x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown under the pan „,r� ��• ,t_Fes' 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.: 17-0322.03 MAMMA DECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 F ' ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Nail through*stkcg High Profile/Single Pan Tile {►Nh•nraqulrod) / �'; PrP+dhjrl$a +hTii � ~ t 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 A'. pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2)— �'+ trin. '�, ` 23 (148.4 cm2) square inch adhesive contact with the Hascensgptloasl ! ` . ." -` 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 w•.#hC& underlayment positioned as shown under the pan d0gwrc_ portion of the tile closest to the overlock of the tile being set.- 3. Continue in same manner. l 1sure•approk;*10y 17" (109.7 cm2) - 19 (122.6 cm2J sgda*inch adhes ive • contact with the underside of tke tile. •••• •. .. .. .. ...... 00 r NOA No.: 17-0322.03 MIAMFD0 0=1 COUNTY ExpirationDate: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 e k , { ` ADHESIVE PLACEMENT DETAIL#3 Hail through plastic cement Paddy(between toes) lwhenrequired) 1. On the eave course only, apply a minimum 2" (50.8 Battens optional ° mm)x 10" (254 mm)x V (25.4 mm)foam paddy d. Paddylundertile) onto the underlayment positioned as'shown,under oSingle n top of file nglepaddy the strengthening rib for flat tile or under the pan oj ` portion of the tile for low or high profile tile closest 4x41n. ` to the overlock of the tile being set. Leave singiepadd �,, }, 7 approximately 4" (101.6 mm)up from the eave Single paddy un ertil "'-°. edge free of foam to prevent the expanded adhesive onundedayment 2x4 in. from blocking the weep holes. Insure S'.. approximately'17-23 int(109.7-148.4 cm2)of tQ ,% adhesive contact with the underside of the tile iin. ascia —Eave °sure 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm) foam paddy onto the underlayment just below Flat/Low Profile,Tile the second course line positioned foam paddy under the strengthening rib for flat tilee or utider the Nail through plastic cement Single paddy under tile pan portion of the tile, cl&est%the uilderlock for ••.... iwhen required) •• • • Paddy lbetweentiles) the second course tile to be Installed. Vwr2. • approximately 8-9 int(5�,��5$ cm2)'of adhesive.••• • �optlonai Ra dy fundertilel contact with the underside.4f.tjle tile.•• .... ..... mpatttilee - (Instructions continued on nMopmage) • *o.' •.•••• 1 4x4in. *` • • • 2x4in Zr �* • • sin gglepaddy on ' ..•• • •.•. • u.9dayment .�^ • • • Arl 00 0 060 • • A ^^^Eave Closure Eave Course Fascia Medium RrofileTlle P j MIAMFDADE CONOA No.: 17-0322.03 UNTY r Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nail through plastic Single paddy under hie 4whenr+equired) 3. Also apply a 2" (50.8 mm)x 4" (101.6 m)x 3/4" paddylbetweenalesl m (19 mm)paddy on top of the eave course tile Battens surface as shown on to of the strengthening rib w^ Paddy p g g conal ;� for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. r ` Install second course of tile. Insure approximately 4x4in. 9 (58.1 cm2) - 11 (71cm2) square inch adhesive Single 2x4in contact with the underside of the tile at the overlap paddp on ��,` and 7 (45.2 cm2)-9 (58.1 cm2) square inch topofule— adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Eave Course j asda Weephole loin. 2 in. Ewe dosure, Drip edge High ProflleTile00 • + • + + • • + + I , i a i r t I NOA No.: 17-0322.03 MIAMI•DADECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 " ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" 1)Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications //50.8 mm // In contact with the pan tile. (when required) l )X 10"/l254 mm)X 1"l25.4 mm) foam 2)Turn covers upside down:Place adhesive in paddy onto the underlayment positioned as toe in.install m outside edge o20 to tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25sq.in.contact area. >-4>a tiles from rocking until adhesive has a chance to ' Undedayment �' :" 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 Sheathing of the pan tile. Eave closure (motarshown) 3. Turn covers upside down exposing V"Vtt erside Weephole fascia Board of the tile. Apply a mit;mumel"(2-1.4 mm)x 101,?••••. (254 mm)bead of adht;�lv*ed*irectly on tIT4 inner • Remove top portion of the eave course cover tile.Abut to second course of edge of each side of th��pVa*tile. eave ••"•• pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. • approximately 3/4„ •(19""to 1„(,1,r5.4mm) ::0000: Two Piece Barrel-High Profile Tile from the outside edge o€Aha Tile, inwJ*r0:free of foam to allow for 1 exparion., 00 e •• • ..... .. .. .. 4. Turn cover tile over AM rdIm is applied and place onto pan tile course. Insure a:";j>,um of••• • 20 (129 cm2) -25 (16f,3.erni) square inch • contact area on each side of the cover lila to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2”(50.8 mm) x 4”(101.6 mm)nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY . NOA No.: 17-0322.03 a , Expiration Date: 05/10/22 Approval Date: 04/27/17 Page I1'of 11 F 1 t Rik � M��}hQMNaAC)E . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RER 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION 4 ( ) Miami,Florida 331 T(786)315-2590 F(786)3115525-9925-99 NOTICE OF ACCEPTANCE (NOA) www miamidade eov/economy CertainTeed Corporation 18 Moores Road Malvern,PA 19355 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 re yoke,modi`'yeor e*e e o e suspend the use of such product or material within their jurisdiction. RER reserves the right t0 revoke t1f 9jac%ptance, • if it is determined by Miami-Dade County Product Control Section that this product or mat&tdl:Mtls to iheetthe •••••• requirements of the applicable building code. •••••• ...... This product is approved as described herein,and has been designed to comply with the Floric*8uilding,C0de including the High Velocity Hurricane Zone of the Florida Building Code. ..•..' •000 s e•;•• •.••.. . 00• DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems over Wood Decks. 0 4, ""•• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and fellpwing 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`oecur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0224.03 and consists of pages 1 through 42. tF The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY S 2` ti (p NOA No.: 14-0529.02 Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 1 of 42 i , ROOFING SYSTEM APPROVAL Category: Roofing Sub-CateEory: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure:, -127.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description All Weather/Empire Base 39 3/8"x 65'10"; ASTM D 4601,Type Asphalt coated, fiberglass reinforced Sheet Roll weight: 70 lbs. II base sheet. (2 squares) UL Type G2 Flexiglas Base Sheet 39 3/8"x 98'9"; Roll ASTM D 4601, Type Modified Bitumen coated fiberglass weight: 90 lbs. II base sheet. :...:. (3'squares) UL Type G2 ' : .00 • •••••• Flintlastic Base 20 •. •. • 39 3/8"x 49'6';'Roll ASTM D 6163, Modified Dail en coated fiberglass••••:• weight: 90 lbs. Grade S,Type I base sheet....••• 9 • (1.5 squares) see*** .. . :'•••• Flintglas Ply Sheet Type IV 39 3/8" x 164'7"; Roll ASTM D 2118 Type Fiberglass,as;leaaiol•impregMatedde•p00*0ly sheet.•:.•' weight: 38 lbs. IV 60 (5 squares) UL Type G 1 *fee** .' Flintglas Premium Ply Sheet 39 3/8" x 164'7"; Roll ASTM D 2178, Type Fiberglass,asphart impm'gna;.dl • ...... Type VI weight: 40 lbs. VI sheet. p y:....: (5 squares) UL Type G1 .. �" • Flintlastic STA 39 3/8"x 32' 10";Roll ASTM D 6222, Smooth surfaced APP Modified weight: 87 lbs. Grade S,Type I Bitumen membrane with non-woven (1'square) polyester mat reinforcement for torch application. Flintlastic GTA 39 3/8" x 32' 10";Roll ASTM D 6222, Granule surfaced APP Modified weight: 105 lbs. Grade G,Type I Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch application. Flintlastic GTA-FR 39 3/8"x 32' 10"; Roll ASTM D 6222, Granule surfaced APP Modified weight: 105 lbs. Grade G, Type I Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch application. Flintlastic GMS 39 3/8"x 32' 10"; Roll ASTM D 6164, Granule surfaced SBS Modified weight: 94 lbs. Grade G, Type I Bitumen membrane with non-woven (1 square) polyester mat reinforcement for mop application. MIAMI•DADE COUNTY NOA No.: 14-0529.02 Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 2 of 42 ky Mgmbrane Type: APP Modified Deck Type 1I: Wood,Non-Insulated Deck Description: 19/32" or greater plywood or wood plank System Type E(3): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of All Weather/Empire Base Sheet,Yosemite Venting Base Sheet,Flexiglas Base Sheet,Flintlastic Poly SMS Base Sheet,Flintlastic Ultra Poly SMS Base Sheet,Glasbase Base Sheet or Flintglas Premium Ply Sheet Type VI mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: One ply of All Weather/Empire Base Sheet, Flintlastic Ultra Poly SMS Base Sheet,Glasbase (Optional) Base Sheet,Flexiglas Base Sheet,Flintlastic Base 20, Flintlastic Poly SMS Base Sheet or one or more plies of Flintglas Ply Sheet Type N or Flintglas Premium Ply Sheet Type y1 acjlered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2D'4Q 18s./sq....... or one ply of Black Diamond Base Sheet or Flintlastic Ultra Glass SA st4tladhere&%r Rintlastic STA or Flintlastic APP Base T torch adhered. •••••• : *.'o' • Membrane: Flintlastic GTA, Flintlastic GTA CoolStar,Flintlastic GTA-FR oi•Fliittijsj'*e'GTAVR CoolSta •••' torch adhered to base/ply sheet. ••*••• •• • .. .. . .. ...... Surfacing: Any of the approved surfacing/coating options listed in Table 4. •••••• •• (Optional) Maximum Design -52.5 psf. (See General Limitation#7) ••• • Pressure: •• 1 f MIAMI•DADE COUNTY NOA No.: 14-0529.02 • ' lllllllllllllllvExpiration FDate: 06/19/18 Approval Date: 09/24/15 Page 23 of 42 f V 3DPTie{r};tm pAd Idoc�6rook,I fxA 60052,x% Un er rit rs LaboratoriesInc.(D 124ft , ) . EwE• ,gtmrtr April S.2002'. 1 ' : . I:R ARan Snyd4 Cmb&Teed an 1440 Uj&n M6etin Roan P.O.Bax 1100 I Blue Bell,-Pk' I94b Our Reference: ! R,684 Dear Mr.Snyder: 1 This is in rapolue 6 your regwst to identify producU that are currently MsW with,t.Indcrwrit= UbO=Ties Tne, la' iJowing 9=those products: �'''°� cor>ro►ms to Stsd�dardc • •••••• ACT14 6 34Q AST,it D 3111 MDG PA In •� •• •• • . • •�ttc - Akpded 13n{11d- ( !p•rteptt� •• • • V600: i I � mvhy • • • •� , F'st"aidm�tie!shake ntoo Am � •• •••••• • Proeidentiat 3}rakrf(&AM Yn Y= 0 es •• •a•S • •• US- *0000 C4niESgC Iiousa 6tsaw C(&AR} YES YE3 Ym • •5 • i•e••i YES • Ftattarus 8r A eadmt�9tTL,(Arz►bs (g� YE YW n 4 •• • • Gax�dmgrir Sb( AIS Yes Yds YES 4 flner(y Landmark N�AM ImWmark 40 YES AIS YES Y 4 (brmm•{y Lanldnuask�O tse > daaark 30 f&JqQ YES YES mYES ¢ (Ib wtr tandmark &Atry Calottm D cxtal 4 f&AR} Y88 YES YES 4 Celatr�c D;ma icsa�ei Bq{&AR} YE5 YP YE 2T 4 Xtirrhalt 2000(&AR} YM YE8 YRS 4 F4h Sierra.(15c YU YES YTS 4 Estate(&AP4 IYES YI;p YES 4 FTighia ade,4l2 YRS YFZ YES 4 ClssniC Friroa(bF } YE9 YE8 YEs CT20(&MO A O YES YES 4 Xf25(&X1Z AP}/Fungusbusttc 25 yEg YTS Pi kP30(&x1mo YEg YM 4 M A bpidorpt�t ar Ion Tcea-EE�i,-T9S leads u8q, v _ tE 8U 4l7 8i nok��� i < t .. i MIAMN E 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 i 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 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�revo�e this a xv4ance, if it is determined by Miami-Dade County Product Control Section that this product or material faits to mee;$he requirements of the applicable building code. see:** • This product is approved as described herein,and has been designed to comply with the Flori6031ftieling Code. •� including the High Velocity Hurricane Zone of the Florida Building Code. ."'•. :•o •• :**so: DESCRIPTION: Polyglass Polystick Underlayments „0 0 0: •• ••• •.•••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,'st4e and�folloving • statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. ; :90909 • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no ehange • in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or,if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino., NOA No.: 17-0614.22 MIAMMDAD,COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 r " -ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65'x 3'33/8" ASTM D 1970 A fine granular/sand top surface self-adhering,APP Manufacturing Or 65'x 3' polymer modified, fiberglass reinforced,bituminous Location#1  60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick Dual Pro 61'x 3'3-'/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location#2 metal roofing and roof tile underlayment. Polystick Tile Pro 61'x 3'3 3/8" TAS 103 and A rubberized asphalt self-adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Pesignejl•�s•a metal •••••• Location#2 roofing and roof tile underlayinent• : .. . • Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self-adheriag,.O;o lyester reinoforced '••'•' Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Desiarpo6as a a rwf tilp ::0090 Location#1  underlayment. ••••000000 9 ..• ..... Polystick TU P 32'10" x 3'3'/8" TAS 103 and A rubberized asphalt waterproof ag-membraQe,•g4ss- •••• Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced,with a•nmilar surface •• Location#2 designed for use as a tile roof uAderla;ment.,...:• .0000. • . Polystick TU Plus 65'x 3'3'/8" TAS 103 and A rubberized asphalt self-adhering,•glass-fib"4polyester;•••• (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed ag$metal • Manufacturing roofing and roof tile underlayment. Location#1  Polystick MTS 65'8" x 3'3'/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing,roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8"x 3'3'/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile, slate tiles and shingle underlayment. 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 tile underlayment systems. NOA No.: 17-0614.22 M�AMboAD;COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 f MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED w Test Agency Test Identifier Test Name/Report Date f Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 &G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11' P36900.09.11 TAS 103/ASTM 134798�&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 &D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 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 119 .r j04?44 PLYG-SC 10130.06.16-3 TAS 103 &TAS 110 ••• QW27 16 ••: ' PLY6-10130.06.16-1 ASTM D1970&TAS 110••;•• 40W06 ...„• PRI Asphalt Technologies PUSA-035-02-01 TAS 103 •••. 92/29j06 ••..: PUSA-055-02-02 TAS 103 ••••• 12%W07 • PUSA-089-02-01 TAS 103/ASTM D4798 &GrSS'; ;l•7/06/09 ..:..” .. .. . .. 060000 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 &(;155• 04/61/08 • RX 14E8A TAS 103/ASTM D4798 &C 155. .00 1wamq ••• DX2313813 TAS 103/ASTM D4798 &Ne5t : .02/18110 L...: DX23D8A TAS 103/ASTM D4798 &G155 02MZIO 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. I k MIAM4DADE COUNTY ' AD BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 MIAM4DADECOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 1 Y ,r t 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 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid,6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Mak,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 k Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. 0000.. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a mi;4Vair64" held lap. (for •••••• base sheet only) • 0000.. 0.00 . 0000.. 0000.. � Membrane: Elastoflex S6 G,hot asphalt applied • Surfacing: See General Limitations Below. ;•• •• :••••: • •• .0000 ..0000 00 • . • • • 0000. •• 00 . •• 0000.. Deck Type 1: Wood,non-insulated 000000 Deck Description: Min. 19/32"plywood or wood plank •••.:. • 0000.. System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membYS4 self-.adhered. • 0000.. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. 00:• 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. r t KAM M E COUNTY NOA No.: 17-0614.22 Expiration,Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 �. INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with 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. 1 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 Dual Pro,Polysticklile Pro, Polystick TU Plus, Polystick MTS and Polysdc*K`VITS Pius may be •.�..� used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof jle.ystems a$d.c�rry ••••• ...... slate roof assemblies. ....�• � • Polystick-TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofingan4 roof tilc:s3sl&hs. Polystick TU Max maybe used in non-structural metal roofing and roof tile systems. " • ••• • ;"••; r Elastoflex S6 G may be used in roof tile systems only. • 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe,Polystick Dual Pro,,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. I Ex osure Limitations(Days MTS IR-Xe Elastoflex TU TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Plus Winter Haven,FL 180 90 180 180 180 180 180 '180 180 Hazelton,PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 MIAMI aaoe eouNnr Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61G20-3 of the Florida Administrative Code. r' 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 Tile Pro, Polystick TU Max,Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9., Polystick TU P may be used in mechanically fastened roof 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 TU P,Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro 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 1 10000:. The above slope limitations can be exceeded only by using battens in accordance with thqAw.roved l:ile.System • Notice of Acceptance and applicable Florida Building Code requirements. When battens9w�guired,the* shall •••••• ` be utilized during loading and installation of tiles. 0000 •� � 0000.: 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid droppiftg of •0 0 0 0 tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loadigg pj-Qeedure:'twb.tiles •• ••• laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, ftat"u4al of 6 tiles—for "'•;• all underlayments except Polystick MTS which shall be loaded onto battens. •• 0000.. 009.00 .. 9 999 . 999999 ----' — ------_-- (6 Max.Per Stack) f a C 1Z a O g t &) N r POOSnCKTU Rus i NOA No.: 17-0614.22 MIAMI•DADE COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 t 1 { 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe,Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. w 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. Inkallers are 0*0 cautioned to refer to applicable local building codes prior to direct deck installation to erlure.this is a;cepta;le. ...... 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 SCam•as per Pol}iglass ,•••• Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum I"A's%etal dilsk as,• :••••; required in Miami-Dade County or simplex type nail as otherwise allowable in other region,�t a minimum rate •.�..• of 12" o.c. Polystick TU Plus should be back nailed in designated area marked"nail areae erUpara Zyaf'on ••••• the face of membrane,with the above stated nails and/or disks. The head lap membrane JS to FQver 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! •• • V ... •••••• s„ • 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide,uniform layer of PolyglaS Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. ' 5. A maximum of 6 tiles per stack are allowed when loading tile bn the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens, as required by the tile manufacturers NOA,must be used on all projects for pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area`in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run paralldl to or over the top of all laps of the patch. ZNOA No.: 17-0614.22 MIAMI& C0Expiration Date: 09/14.21 Approval Date: 07/06/17 Page 7 of 8 let. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling 11. All approved substrates should be dry, clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance (NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators f6llow 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 • .... .. ...... •• • •t• • •••••• MIAMI•DADE COUNTY NOA No.: 17-0614.22 Expiration'Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8