Loading...
RF-18-2330Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permi Issue Date: 911812018 Permit NO. RF-8-18-2330 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: 03/17/2019 Parcel Number Applicant 440 GRAND CONCOURSE Miami Shores, FL 33138- 1132060170030 Block: Lot: EDUARDO & XIMENA CALLE Owner Information Address Phone Cell EDUARDO & XIMENA CALLE 440 GRAND Concourse MIAMI SHORES FL 33138 (305)751-2707' 440 GRAND Concourse MIAMI SHORES FL 33138 Contractor(s) Phone ESPIRITU SANTO DEVELOPEMNT AN (786)953-3264 Cell Phone Valuation: $ 18,500.00 Total Sq Feet: 2800 Type of Work: Re Roof Additional Info: RE -ROOF TILES Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $0.00 $0.00 $0.00 $0.00 $5.00 $150.00 $0.00 $0.00 $155.00 Pay Date Pay Type Invoice # RF-8-18-68741 08/30/2018 Check #: 1826 $ 50.00 $ 105.00 09/18/2018 Credit Card $ 105.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID • VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction Futhermore, I authorize the above -named contractor to do the work stated. September 18, 2018 o e nat Owner / Applicant / Contractor / Agent Date Building Department Copy September 18, 2018 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED AUG 3 0 2018 COI n FBC 20 Master Permit No. f 18 23 30 Sub Permit No. ❑ BUILDING ❑ ELECTRIC 56 ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 40 61- Cioncou City: Miami Shores County: Folio/Parcel#: tl 929,-0t0 ' Q lq- ' 0050 Miami Dade Zip: Is the Building Historically Designated: Yes NO Y Occupancy Type: Load: `/Construction Type: Flood Zone: � BFE: ,FIFE: JU) OWNER: Name (Fee Simple Titleholder): 1s ert q- !'f '�''['�GLla.I�Ct, ' l.F+t Phone#: (p `c> t+10 Address: 440 tiO &o1n000ie4+E City: '4- ,1 `zg. State: Zip: 33 (S Tenant/Lessee Name: Phone#: x4-6-0)—lacier© ry C.C, c.,olA Email: CONTRACTOR: Company Name: G S P{ ri 4-, 5 oh 4-0 (0'5 v' c or,S 4 Phone#: ?8& i q. ,3 (Okij Address: 1 (J70,r S� City: IY Vi -t State: ' / Zip: 9 3 / : c 1 Qualifier Name: D 64' '3 1 C-vLL Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition n Alteration Description of Work: N-t&v.e n New ❑ Repair/Replace ❑ Demolition rqtoUQ t2_4- Zsg� Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if:applicable) t Mortgage Lender's Address ,, ' M ,r z, City 4{,-; + t:N 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 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 RESULTiN YOUR PAYING TWICE FOR IMPROVEMENTS TO.YOUR-PRROPERTY IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." } x :�.:. � �� • •ti 'tom iNotice to Applicant: As a condition to the issuance of a building permit with'an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and, construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at'the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 41- n , i J , , ,, ' , Signature OWNER or AGENT The foregoing instrument was acknowledged before me this I 4- day of I me or who has produced f--1 20 by noo Is pe ssonally known to CQ 1 identification and wh._. id take an oath. NOTARY PUBLIC: Sign IM 4.\ Print: Seal: MY COMMSSNpVember 2, 2020 EXPIRE Public Underrttlters c Bonded Thru Notary Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of ,20 16,by Ulu 3 IholSpersonally known to or who has produced 1"tCianV,as identification and who did take an oath. NOTARY PUBLIC: Si Print: Seal: .rp"�e •. MAHARAI K. GONZALEZ MY COMMIaStON s uU'VddbU£ EXPIRES: November 2, 2020 r. 'F Bonaea Tnru Notary Public Underwriters ********************************* *****************************************►************************tick►*** /l APPROVED BY 1 # Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) r Notice to Owner — Workers' Com p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of Ikk,..)C. ,20 MAHARAI K. GONZALEZ MY COMMISSION # GG 044602 • ,Null�•os- EXPIRES: November 2, 2020 "o ;�P' Bonded Thru Notary Public Underwriters By 1 IMUN G P S CA in ho is personally knZ1 'n to me or has produced as identification. Notary: (�.�\ / �VI' 1.1 l Cif on if SEAL: • Date: S i I (5 State of 1 1 or ( do County of ►' `\Vim` i1`'- Espiritu Santo Development & Construction Group, INC. 11565 SW 7 ST Miami, FL 33174 (786)953-3264 CCC139265 Before me this day personally appeared Julio A. Blanco who, being duly sworn, deposes and says: That he . I be t r- only person working on the project located at: 440 grand concourse Miami Shores, FL o ,Ft • 31 c vi w Sworn to (or affirmed) and subscribed before me this 30 day august 2018 Produced identification Type of identification .� tpri pia t+caals� 7� Rir.Y,orJwA0_ _ MMOOK MAHARAI K. GONZALEZ • ah MY COMMISSION # GG 044602 `0 EXPIRES: November 2, 2020 Bonded Thru Notary Public Underwriters ‘harai bo n ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2014 High -Velocity Hurricane Zone Uniform Permit Application For Section A (General Information) Master Permit No. Process No. Contractor's Name: Espiritu Santo Dev. & Const. Group, Inc. Job Address: , ✓ Low Slope 0 Asphaltic Shingles 4yO 6(7.41N( CX-Ct.rSE, StromreS. r( )3 ROOF CATEGORY 0 Mechanically Fastened Tile 1 Mortar/Adhesive Set Tile 0 Metal Panel/Shingles 0 Wood Shingles/Shakes 0 New Roof ✓ Re -roofing Low Slope Roof Area (SF) 2,800 0 Prescriptive BUR-RAS 150 ROOF TYPE 0 Recovering ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) 200 • • • • . • • •• • ..•. • • • • • • • • • • • • • • • • • 0 Repair 't]pl ntenApc&.: • • Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • • •• •• • • • • • • Totilt .'. 3,000 • •• • • • • • • • RECEIVED 1"017 RECEIVED OCT 31 2017 39' • 41 32' 41' Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY I .• • • • DATE 7i) SUBJECT CO COMPLIANCE WITH All. FEDERAL STATE ANv COIjN)Y RUL SS AND REGULATIONS Florida Building Code Edition 2014 High -Velocity Hurricane Zone Uniform Permit Application Form. SeCtion C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: GAF Material Corp. Product Approval No.: 13-1022.15 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: -42.8 Pmax2: -71.7 Pmax3: -108.0 Max. Design Pressure, from the specific Product Approval system: 52.5 Deck: Type: Wood structural Panels Gauge: 5/8" Slope: 1/8" in 12 Anchor/Base Sheet & No. of Ply(s): NA Anchor/Base Sheet Fastener/Bonding Material: NA Insulation Base Layer: NA Surfacing: n/a Fastener Spacing for Anchor/Base sheet Attachment: Field: 6" oc @ Lap, # Rows 2 @ 6" oc Perimeter: 6" oc @ Lap, # Rows 4" @ 6" oc Corner: 4" oc @ Lap, # Rows 6" fir 4" oc Number of Fasteners per Insulation Board: Field: L Perimeter. n/a Corner: n/a Illustrate Components Noted and Details as Applicable: Wood blocking, Gutter, Edge Termination, Stripping, Flashing Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. • • Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Tillickness/Festeger Type, Fastener Spacing or submit, • • • • • • • • • •• • • •••• • • • • • • • • • • • • • •• •• • • • • •• •• • • • • • • Base Insulation Size and Thickness: (1) cap sheet; • • • Base Insulation Fastener/Bonding Material: NA (1) RUBEROID 20 Top Insulation Layer: NA (1) #75 base Top Insulation Size & Thickness: NA Top Insulation Fastener/Bonding Material: Base Sheet (S) & No. of Ply(s): (1) #75 BASE Base Sheet Fastener/Bonding Material: 1-1/4 R.S. Nails w/ tin caps Ply Sheet(s) & No. of ply(s): (1) RUBEROID 20 Ply Sheet Fastener/Bonding Material: hot mop (asphalt) Top Ply: (1) mineral surfaced cap sheet Top Ply Fastener/Bonding Material: Hot mop (asphalt) •• • Plywood 3"x3" metal drip edge (Galvanized) nailed @ 4" o.c. • • • • • • • • • • • 0 • • ••• • • Parapet Haight 10 Mean Roof Height • Florida Building Code Edition 2014 High -Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: BORAL ROOFING Notice of Acceptance Number: 16-0711.05 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations P1: -49.7 P2:-104.9 P3:-104.9 Maximum Design Pressure (From the Product Approval Specific System): 61.9 Method of Tile attachment: Medium paddy POLYSET AH-160 Steep Sloped Roof System Description Deck type: Roof Slope: 3: 12 Ridge Ventilation? N/A •• • • • .. •. • •••• . . • . • • .• • . . . . 5/8" Wood structural panels (plywoodl.... .. .. 04 • . Type Underlayment: Insulation: •. . #30 ASTM D-226 Felt: • • • • . . . • N/A -- • .• Fire Barrier: Mean Roof Height:13' N/A Fastener Type & Spacing: Adhesive Type: 1-1/4" 26 Ga. R.S. nails w/ tin caps. 6" lap 12" field SELF ADHERED Type Cap Sheet. POLYSTICK TU PLUS Roof Covering: SAXONI 900 (FLAT) \Type & Size Drip Edge: Metal galvanized 24 GAUGE. 3"x3" •.4 • • ..• .' •..• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 /"Moment Based Tile Calculations Per RAS 127" (Pl: 4'10Z x2k,O.31=!SMS)-Mg:•• 67 =Mrty'"5 Product ApprovalMf Vl•-/ (P2: i4 1 x (7 31 S = 33 o(4) - Mg: ,7• 62 = Mr2 Z' 1 •'4 Z Product Approval Mf 6 % •/ off (P3: 2� M x ? ' 3i) _ 33 o 4) - Mg: 9. = Mr3 Z �' Z Product Approval Mf 61. 1 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height -> Roof Slope ,, 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39,1 • 4:12 30.4 32.2 33.8 35.1 • • • • 37.3 5:12 28.4 30.1 31.6 •• 32.8 .,••,,,• • 30.5 • • • • • •••• 34.9••••• • • 32.4 • 6:12 26.4 28.0 29.4 7:12 24.4 25.9 27.1 28.2 •••••• 41 30.9• • •••• •• •• *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of R4I Iyt4 Q,ppeals. • • • • For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater9tan !qua] to the 'Pr values, for each area of the roof, then the tile attachment method is acceptable. • (Pt: (P2: (P3: • • Method 3 "Moment Based The Calculations Per RAS 127" xL = xw:=_)-W: x L = x w: = _____) - W: = xw:= )-W: xL x cos 9 x cos 9 x cos 9 = Fri = Fr2 = Fr3 • • • • • • • • Product Approval14 • • • Product Approval F' Product Approval F' • • •• • • • • • • • •• • • • • • • • • • • •• Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance > Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submit ed to the building official at the time of permit application. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.m iam idade.sov/economy 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 inithe accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immedii;telx rgvoke,nnodify, or • suspend the use of such product or material within their jurisdiction. RER reserves the right to rtvoke JATs'Acceptance,'. if it is determined by Miami -Dade County Product Control Section that this product or materiahfails to me: t the requirements of the applicable building code. . • • • • • • This product is approved as described herein, and has been designed to comply with the Floridanuilding.Co$e 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 ahtl.fctllowiiig 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. TERMIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMIOADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Saxony 900-Slate Length = 17" Width = 13" thickness = 1-5/32" Saxony 900 Length = 17" Split Shake Width = 13" thickness = 1-9/32" Saxony 900-Shake Trim Pieces MIAMIOADE COUNTY APPROVED Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness Test Product • Specifications Description TAS 112 Flat profile, interlocking, high-presst ejuded concrete roof tile with tvdo nafl.holes.' For direct 88Lk;' batten, mortar set or adhesive set applications. • • TAS 112 Flat profile, interlocking7hrgh.pressure extruded • concrete roof tile with We il'dil.holes. "For direct Beck, • batten, mortar set or adhesive set applications. Top• . surface produced with 4 tlifffrent cogAgntations:• 1. Complete tile brashaci. • 2. Right half brushed (shown in•cjrawing) • 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.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 2:1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier The Center for Applied 94-084 Engineering, Inc. The Center for Applied 94-060A Engineering, Inc. The Center for Applied 25-7183-6 Engineering, Inc. The Center for Applied 25-7183-5 Engineering, Inc. The Center for Applied 25-7214-1 Engineering, Inc. The Center for Applied 25-7214-5 Engineering, Inc. The Center for Applied Project No. 307025 Engineering, Inc. Test #MDC-77 Redland Technologies 7161-03 Appendix II & III Redland Technologies Letter Dated Aug. 1, 1994 Redland Technologies P0631-01 Redland Technologies P0402 Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida MIAMIDADE COUNTY APPROVED R 1.894/R2.894/R3.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT0617.04-16 Test Name/Report Date Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Battens) Wind Driven Rain • • TAS 100 • • • Wind Tunnel Testing TAS 108 (Nail -On) • • • • . Wind Tunnel Testing "" TAS 108 (Nail -On) • March, 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 . iSct! 1994• • .•.. . •. . • Dec. 1991. • . . 'Auk 1994••:". • . Wind Tunnel Testing July 1994 • • TAS 108 (Mortar Set) : • •• Withdrawal Resistance Testing qP . • Sept. 1993• screw vs. smooth shank nails' • "' • ••' Physical Properties Aug. 1994 TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06/29/16 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 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 -I (ft) • ::::• Widt#t4v (ft)` Saxony 900 Slate, Shake & Split Shake 10.9 1.417 •• "" • �• 1.Q� ' • • .• • Table 2: Aerodynamic Multipliers - X (ft3) • Tile Profile A. (ft3) Batten Application _ X (ft).•: Direct Deck Application Saxony 900 Slate, Shake & Split Shake 0.291 0.315 Table 3: Restoring Moments due to Gravity - Mg (ft-ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Split Shake Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 _ Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment IVY (NV) , - , for Two Paddy Adhesive Set Systems '..' •• .... .' Tile Profile Tile Application :Milburn A1achmen ••• .... Resistance •Saxony 900 Slate, Shake & Split Shake Adhesive' "" 31.3t & 6. • • • • • • 1 See foam adhesive manufacturer's component approval for installation requirements. • • • • • • • • • • 2 The Dow Chemical Company TileBone one -component foam minimum weight per paddy 13.9 Drams: • 4, • 1 3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. • • • 1 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) • • • for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset®AH-160 Two -component foam 118.94 40.45 3 Large paddy placement of 45 grams of Polyset® AH-160. 4 Medium paddy placement of 24 grams of Polyset® AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Set6 43.96 5 Tile-Tite Roof Tile Mortar NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 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 codg �iffd�'der to. • • • • properly evaluate the installation of this system. • • • •• • • •• • • •••• NAIL HOLES 17" PROFILE DRAWINGS UNDERLOCK SAXONY 900 - SLATE 13" • • • • •.•. . . . • . • .•.• .. .• . . . • •• . . • . • • • • • . . • • • • • • . •• . •.• • • 1-5/32" (Slate) COVERLOCK NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page6 of 8 PROFILE DRAWINGS MAIL HOLES Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush MIAMIOADE COUNTY APPROVED 000e SAXONY 900 - SPLIT SHAKE . .. • • . • • • • • • . . .... • ...• . . .. .. • . •• • •• • • • •• • • • • • • •• • •• • ••• • • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 NAIL HOLES MIAMIOADE COUNTY APPROVED 17" PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE 1-9/32" (Shake) • • . . . . . .. . .... • 13..... /1.... .... . . 041011 • • • • • .. .. • • . • .... • • .. • • • . • • • • • • • • • . . .. • ... • • • 00 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.2ov/economy 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 epp;icable • • • • • building code. • .••• • This product is approved as described herein, and has been designed to comply with th •Fk rja Bui.ditlg code including the High Velocity Hurricane Zone of the Florida Building Code. •. • • •• •• DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. • • •• •• • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stalnitd following statement: "Miami -Dade County Product Control Approved", unless otherwise doted 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. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. MIAMIOADE COUNTY APPROVED NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 1 of 16 • • • • • • � • • • • • Membrane Type: Deck Type 1: Deck Description: System Type E: All General and System Fire Barrier: (optional) Base sheet: Fastening Options: MIAMFQ DE COUNTY APPROVED BUR Wood, Non -insulated 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened. Limitations shall apply. FireOutTM Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or SecurockTM Gypsum Fiber Roof Board. GAFGLAS® #80 UltimaTM Base Sheet, Stratavent® EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat-We1dTM Smooth or Ruberoid® SBS Heat-We1dTM 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4, GAFGLAS® F1exPly'M 6, GAFGLAS® #75 Base Sheet or 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 lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base Sheet cQ .apf above base sheets attached to deck with Drill-TecTM #12 Fastener or 1 rillaTecTM #14 and Drill- • Teem 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-T•e`c.:AccuT1r;;13.Ccesseit..;. Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other taws are equally spaced approximately 12" o.c. in the field of the sheet. .... • . • (Maximum Design Pressure —45 psf. See General Limitation #7j • • • • • • • • • . GAFGLAS® Flex Ply"' 6, GAFGLAS® #75 Base Sheet or any ofiaa'bo. a base sheets attaol • • • to deck with approved annular ring shank nails and tin caps at aVasterjer spacing of 9" o.c. '. at the 4" lap staggered and in two rows 9" o.c. in the field. • (Maximum Design Pressure —52.5 psf. See General Limitation I29 • • • • • GAFGLAS® #80 Ultima"' Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-Tec AccuTrac® Flat Plate or Drill-TecTM AccuTrac® Recessed Plate 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 —60 psf. See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Teem insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 14 of 16 Fastening Options: (Continued) Ply Sheet: Cap Sheet: Surfacing: GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-Tecn' #14 Fastener and Drill-Tec'm 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrac® Recessed Plate 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) One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR 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. 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 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Surface Seal SB applied at lto 1.5 gal./sq. Maximum Design Pressure: See Fastening Options MIAMI OADE COUNTY APPROVED . . . . .. . ..•. . .... . . .... • . . . • . •..• .. . .• . . .. .• • . . • . • . • • . •• . .•. ... . .. •• NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" DensDeck' Roof Board or 'A" 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 20-401bs./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 sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systeniash;111 be limited to a maximum design pressure of -45 psf. • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(, ) value oT•2• ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value. asfuld-tested; are 275 lbf. insulation attachment shall not be acceptable. • • • ••••• • • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachmehttt based on a minimum• • fastener resistance value in conjunction with the maximum design value listed within a speAic sysieT :Shou1d tj�e,,. fastener resistance be less than that required, as determined by the Building Official, a Cci evi,s fastener.spacing, . • prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or.Reistered • Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdravial resistance value • • • taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing A tlica!ion • •• Standard RAS 117. 7. Perimeter and corner areas shall 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 Rooting 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 not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMIOADE COUNTY APPROVED NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 16 of 16 TGFU.R1306 - Roofing Systems 10/27/17, 8:55 AM When "perlite" is referenced, this includes any UL Classified perlite insulation. Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C- 15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2-in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable altemate for polyisocyanurate board in the following Class A, B or C systems. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 Ultima'" Base Sheet" may be used in any of the following systems. "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "United CoatingsTt" FireShield MB Roof Coating" applied at a rate of 2-1/2 to 3-gal/100-ft2. Class A, B and C Hot roofing asphalt, for use with glass felts or modified bitumen membranes. "RUBEROID® Heat Weld" SBS roofing membranes may be used in lieu of "RUBEROID® Mop" SBS roofing membranes in any applicable Classification. Class A 1. Deck: C-15/32 Incline: 3 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard"" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Vapor Barrier: — one or more plies "GAF® SA Vapor Retarder" self -adhered Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate • • composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. • • • Ply Sheet: — Three or more plies Type GI "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® UIt►a-ellexible • • Ply 6", fully adhered with hoot roofing asphalt. • • • Surfacing: — Gravel. • • • • • 2. Deck: C-15/32 Incline: 2 • • • •••• • • • • • Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roo • • fboes ' or • ••• • "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard'" Roofboard" or minimum 1/4-in. thick United States Gypsur• • • • • r�l-0• • "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). • • Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisol'Andr'Ste •• • composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. • • Ply Sheet: — Three or more plies Type GI "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Plyi UItI'B I3exible • • • Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® Pnerw€ap'" • Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. • • • . •. • 3. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard'" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maximum. PIy Sheet: — Two or more plies Type GI "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Pty® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCap" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. CDeck: C-15/32 Incline: 1 eet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or 'TN -Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima'" Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet", mechanically fastened. PIy Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCaprr" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating (Optional): — "United Coatings'" TOPCOAT® EnergyCote" Roof Coating" or "TOPCOAT® MB Plus Coating" or "United Coatings'" Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft.2. 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima"" Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Plv Sheet: — One or more nlies Tyne G1 "GAFGLASM Plv 4" or "Tri-PlvC1 Plv 4" or "GAFGLASISI Flex Plv 6" or "Tri-Plva) Ultra -Flexible Plv • • •• http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html7name...4351933&cfgid=1073741824&version=versionless&parent_id=1073993597&sequence=l Page 2 of 45 _ BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/building/ 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 BNC - 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. BNC 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 pole. . This product is approved as described herein, and has been designed to comply with the that -A BuildingCode 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 logd,.ciiy, state' ma. following statement: "Miami -Dade County Product Control Approved", unless otherwisq mrvet herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed'tndthe•re 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 renews and revises NOA # 09-0806.07 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI DADE COUNTY APPROVED e/wv". NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 1 of 8 . ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR-Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane with surface printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 MAMIQADECOUNTY APPROVED Dimensions Roll: 65' 8" x 3' 3 3/8" 60 mils thick Roll: 65' x 3'33/8" Or 65' x 3' 80 mils thick Roll: 32' 10" x 3'3 3/8" 100 mils thick Roll: 65' x 3'33/8" 80 mils thick Roll: 32' 10" x 3'33/8" 130 mils thick Roll: 61' x 3'33/8" 60 mils thick Test Product Specification Description TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surfaces4lf adhery APP polymer modified, fiboorglass or polyester reinforced, bituminotts•Sttett material•for use $� • an underlayment in slor�tractof assbmbues. • Designed as a a roof tileunderlayment • • • • . . • A non -wicking fabric.stvfaGed, self -adhering, APP polymer modified, f blrglass reinforced • .• • • with a high strength golycSt r fabric, bitumingy% • sheet material for use an an unde>aMineht in • • sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self -adhering, glass- fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 2 of 8 PRODUCTS DESCRIPTION: Product Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 61' x 3'33/8" 60 mils thick MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test A2encv Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. MIAMI.DADE COUNTY APPROVED Test Specification ASTM D 1970 Test Identifier 11756.04.01-1 11756.08.01-1 02202.08.05 P5110.08.07 P 10870.09.08-R1 P10870.04.09 P33360.06.10 P33370.03.11 P36900.09.11 PRI01111 PUSA-005-02-01 PUSA-018-02-01 PUSA-035-02-01 PUSA-03 3 -02-0 1 PUSA-055-02-02 PUSA-083 -02-0 1 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Product Description A rubberized asphalt self -adhering, glass- fiber/polyester reinforced waterproofing membrane, specific for use as a high temperature underlayment. Designed as a metal roofing. Test Name/Report Date TAS 103 04/27/01 ASTM D 1970 08/14/01 TAS 103 08/29/05 TAS 103 08/29/07 TAS 103 ; • t2k4/08 TAS 103/ASTM D4798 & S3 .Q4/.13/09 . • ASTM D1970 •0'i/0.1/10 TAS 103 03/02/11 TAS 103/ASTM D4798 &.6.1 .•0W/0:1/11 ASTM D 4977 ... • . 4t0.8/02 ASTM D 4977 : M/02 ASTM D 2523 07,/14/03 TAS 103 • • • :.0,W42/06 ASTM D 1970 ; • • . • 01/12/06 TAS 103 • • • • •1'2✓1 il/07 TAS 103 06/30/08 TAS 103/ASTM D4798 & G155 07/06/09 TAS 103/ASTM D4798 & G155 04/01/08 TAS 103/ASTM D4798 & G155 11/09/09 TAS 103/ASTM D4798 & G155 02/18/10 TAS 103/ASTM D4798 & G155 02/18/10 NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 3 of 8 • . • • • . • . INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated 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 membranes self -adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels, and sweep the deck thoroughly to remove 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-'/2" 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 Assdiiy turrent.tvIduct • • Control Notice of Acceptance. • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. '1'lie stashing taile shall 1/4...; pressed in place and formed around the protrusion to ensure a tight fit. A second 4 ii:of Poly stjok shall tie ' applied over the underlayment. • • • • .• •. •. . • • • • . • . • • • . . .• . ••• • • . NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 4 of 8 applications with the exception of mortar set tile applications. • . '' ... . 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile a assemblies shall be as • • follows: (See Table Below) • • • • • . • - GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. - 2. Polystick MTS, TU Plus, and Tile Pro may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, roof tile systems and quarry slate roof assemblies. IR-Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Dual Pro may be used in all the previous assemblies listed except roof tile systems. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes 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. Exposure Limitations (days) MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven, FL. 180 180 180 180 180 180 180 Hazelton, PA. N/A 30 30 180 N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as sat forth in the r of the manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adfiesivebsePai1d •. mechanically fastened roof tile applications. Polystick IR-Xe, and Tile Pro are Iimi f'mecha>3%'a11y fastened roof tile applications. Polystick MTS is limited to mechanically fastened wHil battens roor ti je applications. Polystick TU P may be used in both adhesive set and mechanically fatQud roof ti.J • •: • Tile Profile Polystick MTS Polystick IR-Xe PpJysick Ttp TU• Plus, TU P, Tile PA Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 0 0 1 m t JbOVDeck prepared with POLYSTICK1U Rus Roofing Tiles (6 Max Per Stack) 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR-Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR-Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance.• If Polystick MTS, IR-Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro is not listed, a reque,§t may te trade to tin Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department far•approval • • • provided that appropriate documentation is provided to detail compatibility of the psoduots, wind•uplift resistance, and fire testing results. • • LABELING: • • • • • • • •. .... •• •• 1. All membranes or packaging shall bear the imprint or identifiable marking of the mnutIcturerl name or logo, • • city and state of manufacturing facility and the following statement: "Miami -Dade •Cdo> my Pxoduct Contrpl.:. Approved" or the Miami -Dade County Product Control Seal as shown below. • MIAMIO DE COUNTY APPROVED • • • •• • • • • • • • •• 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. MIAMI DADE COUNTY APPROVED NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 6 of 8 • POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 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" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on 011 pI jects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6.1/4"/1,2", 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 ii -Eight (4$) Hours. • 8. Polystick •membranes may not be used in any exposed application such as crickets,. �xosed valle'�ys,•d•r • exposed roof to wall details. • • 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyptds 55 Premium Modified • Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglas :Pan MB Flashing •. Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 PrerniunOVet/D Astome1ic • Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mast•tothe artoin geed or • • •; repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in p►aoe over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. MAN DAADE COUNTY APPROVED NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 7 of 8 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. MIAMI DADE COUNTY APPROVED END OF THIS ACCEPTANCE • .. •• • • • • •••• • • • • • • .. .... • • .. • .. • • • ..• • • ••• • NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 8 of 8 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/pera 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 PERA - 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. PERA 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 uildin ' ede including the High Velocity Hurricane Zone of the Florida Building Code. • • • • DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 • •• • • •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,.c,ity,.State ai$'folfowing 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:he0 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 renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. rAofk NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using 2-Component Foam Roof Tile Adhesive AH-160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 ProPack® 30 & 100 Dimensions N/A N/A N/A Test Specifications TAS 101 PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipmept . • • • Dispensing Equipmee, . . . ..•. • • .. • . .•.. . . ... • • . .• . . .•• .. . . . Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current N0.4which 13 t•m inent resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. • • • MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content MIAMI DADE COUNTY APPROVED Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • . • • . .. • Results . ..• . • • • • • 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 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. EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: Test Identifier #94-060 257818-1 PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[1] 7050.02.96-1 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 TAS 101 • • • • • •• • •••• • • • • • • • • •• •• • • • • • • • • • • •• • Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11 / 16/94 01/16/95 03/14/96 14/,'3I98 •••• • •r , ,8/98 • • • • ••• •• • 03/02/99 • • • .••• • •• • • • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2-Component Foam Roof Tile Adhesive 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 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. —W 2 F'— MS NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 ProPack® 30 & 100 dispensing equipment only. • •• • • 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permand$t1y18 sunligirt:. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutQ9e€ter 3M1M ?- Component Foam Roof Tile Adhesive AH-160 has been dispensed. • • • • • • • • • 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty.weight shtltMih accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MTM 2-Component Foam Roof Tile Adhesive 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 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the 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). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser R7.1.1'000 or • • • . • • • . • . Table 1: Adhesive Placement For Each Generic Tile Profile • • . . • • •; Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17/side on cap and 34/pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 MIAMI-DADE COUNTY APPROVED NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 • • • . • LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMIOADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Eave course only: Keep adhesive approx. 4 in, up from weepholes Paddy (Beneath Tile) Nail through plastic cement Underlayment 10 in. Eave Course Eave course only: Keep adheshm approx. 4 in. up from weepholes • • . • • 's 1) Place enough adhesive to achieve 17 to 23 Optional k4for •steep pito applications square Inches In contact with the pan tile 2) Tum covers upside down. Place adhesive 1 To 1 In. From outside edge of cover tile. I 2 1\46 • • 11111.°W Then Install the tile. Underlayment Remov top portion of the eave course cover tile. Abut to second course of pan Wes. Ensure eave end of pan and cover tiles are flush at eave line. Eave closure (mortar shown) Weephole Fascia Fascia tawbole• Eavi closure. Dflafte• • • • • • • • • • iOtg;lNallrc cement* • 01 • • • • • • • • Sheathing Optional Point -up Mortar on longitudinal edges of Ole NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 • Nail through plastic cement Underlayment Eave Closure MIAMI DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY addy (Beneath Tile) Nall through plastic cement Underlayment Fascia Nail through plastic cement 0116'- 41114014... 7 in.~in. Underlayment 1 Eave Course Paddy (Beneath Tile) Fascia . • Weephole Eave closure • • srlp edge ••.• • Paddy (Beneath Tile) Eave Closure ..•• . • • • • • • . •.•• •• •• • • •• •• • • • • • • • • • • •• • • • . •••• • • •.•• • • • • • • • • • • • ••• • NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Single paddy under tile x 3in. Single paddy on under- layment Single paddy on top of tile Paddy (between tile) Paddy (under tile) 44‘ /1* • f fr 2 in. X 7 in. medlum size paddy eave Fascia course only Eave course Nail through plastic cement J� 4 in. x 3in. Single /paddy on underlayment Single paddy on top of tile Eave Course Nail through plastic cement Underlayment } in. x 3 in. Single 4 in. paddy on under- layment Single paddy on top of tile Eave Course Single paddy between tile Eave Closure 2 in. x 7 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE Single paddy under tile Single paddy between tile 2 in. x 7 in. medium size paddy eave course only Fascia Weephole Ewe closure • Dripedge ••'••• • • •.•• • • • •••• • • • • •.•• • • • • . • • • • • • •• •• • • • • •• •• • . • • • • • • • • • • • • • •• • •.• • • • NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 . • • • • •• • • • •