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RF-17-1974Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 360 NE 105 Street Miami Shores, FL 33138- Owner Information Permit Issue Date: 811412017 Permit NO. RF -8-17-1974 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 02/10/2018 Parcel Number Applicant Address 1121360130020 Block: Lot: 360 NE 105 Street MIAMI FL 33138-2022 MARIANNE COOK Phone Cell Contractor(s) ALL FLORIDA CUSTOM HOMES Phone (904)838-8822 CeII Phone Type of Work: Re Roof Additional Info: RE -ROOF TILE AND FLAT ROOF Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $12.60 $4.88 $4.88 $4.20 $325.00 $9.00 $16.80 $877.36 Pay Date Invoice # 08/03/2017 08/14/2017 Bond #: 3482 Pay Type RF -8-17-64762 Credit Card Check #: 1102 Amt Paid Amt Due $ 50.00 $ 827.36 $ 827.36 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof 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 IT: I certify construction a Signatur at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating e, I authorize the above-named contractor to do the work stated. Owner plicant / Contractor / Agent Building Department Copy August 14, 2017 Date August 14, 2017 1 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC [PLUMBING D MECHANICAL 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 0 3 2017 FFBBC2011 q �1 Master Permit No. -1.-- Sub Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 0 06 to S S ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1l - a- 13 (e ()i3 O o au Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: NO BFE: FFE: OWNER: Name (Fee Simple Titleholder): M P ri 4 n IA -e.. Coo K Phone#: .7 0 - 13 ` I S 18 Address: 3 620 iv E i0S 1k ST City: M; ►4iMi `-1,111 roc$ State: Zip: 3 3 13g Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: G4L1 F(o2('d 4- 'k60.e-tS Address: aS 7S- 5,94-7 41- (,vco . Phone#: 10' _ 3 3 '/ 3/t a' City: Of^t4C_ /0%9-'4' State: I1 Qualifier Name: (dJ 4'^ G R v;":2 State Certification or Registration #: G L L O �♦p 9 7 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ D?O, 425 Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration ❑ NewRepair/Replace T i I^e 4 P!'4 -f- /too F Zip: 3' Phone#: Description of Work: ac... -/2-c)0 F 3f� 0 Demolition Specify color of color thru tile: Submittal Fee $ Scanning Fee $ l Radon Fee $ Technology Fee $ gn,-al Fmk' 1 8 R/ -e w� Permit Fee $ 52-5' CCF $ 1 ` . (00 coicc $ 1Co -30 _ R's DBPR $ -458 Notary $ Training/Education Fee $ - Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ 50 CD TOTAL FEE NOW DUE $ 3 C Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 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 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. Signature�� OWNER or AGENT The foregoing instrument was acknowledged before me this AI day of d , 20 1'7 by die.:("r rlY C_ COC /�, who is ersonally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as Signature CONTRACTOR The foregoing instrument was acknowledged before me this of I day of a ��9 byauris personallykno o me or who has produced as identification and who did take an oath. NOT Y eNotary Public State of Florida Jannina E Roman 367 Si p Expires 03/1612010 u Notary Public State of Florida Jannina E Roman My Commission FF 102357 Expires 03/16/2016 Seal: ** ** ******************************************************************* APPROVED BY (Revised02/24/2014) Plans Examiner Structural Review Zoning Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: fic-p,u...•--t- c C Date: 7,4f/7 Property Address: 3cw O Roofing Permit Number: Dear Building Official: I /4.2_/ uri. Com -- certify that I am not required to retrofit the roof to wall connections of my buildi.because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duty sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 04- l day of Notary Public, Sate of Florida at Large Notary Public State of Florida . ; Jannina E Roman d My Commission FF 102357 4m f,..<$.Expires 03/16/2018 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the bulding was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Infordtion Folio: 11-2136-013-0020 Property Address: 360 NE 105 ST Miami Shores, FL 33138-2022 Owner MARIANNE COOK Mailing Address 360 NE 105 ST MIAMI, FL 33138-2022 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0802 MULTIFAMILY 2-9 UNITS : 2 LIVING UNITS Beds / Baths / Half 4 /3/0 Floors 1 Living Units 2 Actual Area 3,130 Sq.Ft Living Area 2,460 Sq.Ft Adjusted Area 2,734 Sq.Ft Lot Size 12,300 Sq.Ft Year Built 1936 Assessment Information Year 2017 2016 2015 Land Value $307,517 $264,010 $218,525 Building Value $181,406 $181,635 $181,865 XF Value $3,027 $3,048 $2,624 Market Value $491,950 $448,693 $403,014 Assessed Value $173,293 $169,729 $168,550 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $318,657 $278,964 $234,464 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOTS 3 & 4 BLK 117 LOT SIZE 100.000 X 123 OR 15143-3917 0791 4 Generated On : 8/3/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $123,293 $119,729 $118,550 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $148,293 $144,729 $143,550 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $123,293 $119,729 $118,550 Regional Exemption Value $50,000 $50,000 $50,000 $118,550 Taxable Value $123,293 $119,729 Sales Information Previous Sale Price OR Book - Qualification Description Page 07/01/1991 $0 15143- Sales which are disqualified as a result of 3917 examination of the deed 06/01/1980 $65,000 10852 -Sales which are qualified 1041 05/01/1978 $60,000 10042 -Sales which are qualified 1072 06/01/1974 $57,000 00000 Sales which are qualified 00000 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: http://www.miamidade.gov/propertysearch/ 8/3/2017 Master Permit No. RECEIVED AUG 0 3 2017 OFTO P STRUCTURES al Building Code 5th Edit' 01 "��O whores �,, ity Hurricane Zone Uniform Perm74135 f p lice `'/ ,r Fpr O Section A (General Information') TO c,,0441, ,Rrocess ktin 11:1 Gf fief ST '(�i,�r `RNs Contractors Name fill F'/Dat��i? Job Address Y60 fie" l ROOF CATEGORY ow Slope 0 Mechanically Fastened Tile ❑ Asphaltic Shingles 0 Metal Panel/Shingles 0 Prescriptive BUR -RAS 150 ROOF TYPE ❑ New roof 0 Repair 0 Maintenance Mortar/Adhesive Set Tiles 0 Wood Shingles/Shakes 0 Reroofing 0 Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) go() Steep Sloped Roof AREA (SSF) 4 ( otal (SF) 4/ o ° Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. 3 3Gr 3 •• • mommammummiummommanum 1111I.IIIi1IIi!IIII!II1 f 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ...I.. • ...r.. ...I<• • • .• ...L.. 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. INTERNATIONAL CODE COUNCIL 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) eo/pg-r aook;tN Notice of Acceptance Number: /6r — Q 7 1l • o j Roof System Manufacturer: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 3q. / Roof Slope: 3 : 12 Deck Type: Ridge Ventilation? N f k P1: (08 • l P1: /00 sl6 ptyX004 Type Underlayment: Insulation: 36 40 Fe- /f- Fire Barrier: Mean Roof Height: �fj nl /frg Fastener Type & Spacing: Adhesive Type: yip/ R -s" nqi /S C P as (y f o f) &.,,t Type Cap Sheet: Fllnf osl MS Roof Covering: Type & Siae Drip Edge: • • • • • • •••• • •••• • • •••• •• •• • • • • • • • • • •• • • •••• • • •••• • • • • • ••• •• 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1i 1 1 • • • 1 • • ••• • • • ••• • • • FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 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 Licenac Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL' 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) I For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from K. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. 1 1 1 1 1 Method 2 "Simplified Tile Calculations Per Table Below" I Required Moment of Resistance (Mr) From Table Below Product Approval M, 1 Method 1 "Moment Based Tile Calculations Per RAS 127" (P1;34,1 x X0.301 = I I.71f) _ Mg: ,.0G = M„ 4.74 Product Approval M, 1? -9 • 3 (P2:0•1 x). R36 i =au. 4y ) - Mg: 7. op = M, 13,4 q Product Approval M, I • 3 (P3: (OG? xA. 6.361 = 3a3 j) - Mg: 1.ot = M a3.31 Product Approval M, ?. q . 3 1 1 1 1 1 1 1 1 1 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and I Appeals. M, 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 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 I For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or I equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. 1 Method 3 "Uplift Based Tile Calculations Per RAS 127" 1 (P1:_ x L _ = _ x w: = ) - W: x cos O = Fr, Product Approval F' I (P2:`xL_=xw:= )-W:xcos O_=F,1_ Product Approval F' 1 (P3:_ x L _ x w: = ) - W: x cos 0 = F„ Product Approval F' • . • • 1 1 1 1 11 1 1 1 1 1 I 1 1 1 1 1 •••• • • ••.• .. . . . • Where to Obtain Information• • Description Symbol Wheretb1fij1 ••••• Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by ari engineering analysis pre- pared by PE based on 1; .' . . Mean Roof Height H Job Site " -.- -- - - Roof Slope 0 Job Site : • : • _ • Aerodynamic Multiplier A. Product Approval • • . Restoring Moment due to Gravity Mo Product Approval -.. - • • •. : Attachment Resistance M, Product Approval • • • Required Moment Resistance Ma Calculated Minimum Attachment Resistance F' 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 submitted to the building official at the time of permit application. 15.40 INTERNATIONAL CODE COUNCIL .•• • • • .• • • FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) 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) 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: 6) r✓7 F Product Approval No.: It / 1? (Y. 0 c) - Design Wind ePressures, From RAS 128 or Calculations: P1: (a p P2: [ r• 7 P3: /08 Max. Design Pressure, from the specific product approval system: Deck: Type: Cf r D t 'Ito oo.4 Gauge/Thickness: N £ Slope: Anchor/Base Sheet & No. of Ply(s): ( Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): 7 S 4) $ ylb Base Sheet Fastener/Bonding Material: 424 t'/9 Rs (4i: LS Ply Sheet(s) & No. of Ply(s): P2,0 ' 12-4-0 Ply Sheet Fastener/Bonding Material: Top Ply: (2) ✓� I' 15.38 Top Ply Fastener/Bonding Material: Surfacing: r Fastener Spacing for Anchor/Base Sheet Attachment: 1 Field: " oc @ Lap, # Rows @ " oc Perimeter: (4- " oc @ Lap, # Rows ? @ " oc Comer. " oc @ Lap, # Rows 3 @ " oc Number of Fasteners Per Insulation Board: Field Perimeter Comer 3 1 1 1 Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. no j- P v k* 6A6 zt I-: `a e—w-p INTERNATIONAL CODE COUNCIL FT. 5-1$ P ["ti/ w cc .� • • . • •• • • • k..r .. 1••r• • • • •••• • • •• •• Page Hetet_ • •• • • • • •• . (4 • .• • • • • • • • •• • •••-• • • .••. Mean • Rapf•. • HeigIg • • • ••• • • • 1 1 •• • 1 1 1 • • • • 1 '. 1 . 1 1 1 1 1 1 1 1 1 FLORIDA BUILDING CODE -- BUILDING, Sth EDITION (2014) Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun S. 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. • • 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.miamidade.gov/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 applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed anti thele has btmp,p•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 re.v4iippoor change,in the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorcoment of aewproduct,. • for sales, advertising or any other purposes shall automatically terminate this NOA. Failure trreemply wick Doty section:. •• of this NOA shall be cause for termination and removal of NOA.• • • • •• •• ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Fkrrr and followed by the •: expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it Siu be da$C' • • in its entirety. • ••' • ' ' ' •• • ••• • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distribute•Ps and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.12-0222.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI.DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This approves a roofing system using Barcelona 900 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 Barcelona 900 Length = 17" Width = 13" '/2" thick Trim Pieces Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies MIAMI.DADE COUNTY APPROVED Test Specifications TAS 112 Type— la TAS -112 Test Identifier 7161-03 Appendix lII 7161-03 Appendix II P0402 Letter Dated Aug. 1, 1994 P0631-01 Product Description High profile, interlocking, one-piece, 'S' shaped, high-pressure extruded concrete roof tile equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. • • . .. .. • • Test Name/Repo ..t• Static Uplift Tessitg TAS 102 & TA3 7 02jA) Wind Tunnel 'testing; TAS 108(Naii-On•.). , Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) •.. • ••.• .. . • . . ..• • ••.• • • Jlate .•Decr 1991 • 1991 • • • S4.1993 • • • •••••• • • Aug. 1994 July 1994 • • .• • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 2 of 7 • Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida IC -1320-94 25-7688-3 25-7688-10 25-7688-5 25-7688-4 520111-3 520191-2-1 Calculations Evaluation Calculations RT0617.03-16 Physical Properties Feb. 1995 TAS 112 TAS 101 (Adhesive Set) June 1996 TAS 101 (Mortar Set) July 1996 Static Uplift Testing June 1996 TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing June 1996 TAS 102 (4" Headlap, Nails, Clips) Static Uplift Testing Dec. 1998 TAS 101 March 1999 Aerodynamic Multiplier 09/01/16 Restoring Moments Due to 09/01/16 Gravity TAS 112 06/29/16 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 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 Department of Regulatory and Economic Development — 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 toe raof slope tyzlers stated • •• • otherwise by the underlayment material manufacturers published literature. ' ..' . • • • • • • • 3.6 This acceptance is for wood deck applications. Minimum deck requirements shalj j:in.compliance with ;.. •.: applicable building code. • •• •• •••• • MIAMI-DADE COUNTY APPROVED • • •••• • ••...• • • •• • • . . . • • • •• .• • • • .• • • •• •• . • • • ..• • • �• • • • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 3 of 7 4. INSTALLATION 4.1 Barcelona 900 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) Width -w (ft) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Barcelona 900 0.286 0.301 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.19 7.07 6.19 7.00 6.19 6.90 6.06 6.76 5.92 6.60 5.76 6.42 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck • •Battens Profile (min 15/32" (nue. 19132" • ••••• •'• plywood) plyvwod) ."... •• • ••. Barcelona 900 2-10d Ring Shank Nails 28.6 •.•••- 412••• 19.4 : ,. 1-10d Smooth or Screw Shank 5.1 6.&. ••••••z.8 ' Nail 2-10d Smooth or Screw Shank Nails 6.9 "• •; •• •• • .' 3 .. '•_�� ., 1 #8 Screw 20.7 20.74 e : 1,8.1 .. • 2 #8 Screw 43.2 43.2. :""23.8 :. 1-10d Smooth or Screw Shank 23.1 213,.r : •••,1%0 • Nail (Field Clip) • • 1-10d Smooth or Screw Shank 29.3 29.3 24.0 Nail (Eave Clip) 2-10d Smooth or Screw Shank 27.6 27.6 38.6 Nails (Field Clip) 2-10d Smooth or Screw Shank 38.1 38.1 41.8 Nails (Eave Clip) MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 4 of 7 •• • • .• .. • • .• • •• ••• • •• ••• • ••• • Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2-10d Ring Shank Nails' 33.1 48.1 45.2 1 Installation with a 4" tile headlap and fasteners are located a min. of 2W from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mt (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resis .. a e Barcelona 900 Adhesive e 1 See manufactures component approval for installation requirements. 2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH -160; Average weight per paddy 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 ICP Adhesives Polyset AH -160 66.53 ICP Adhesives Polyset AH -160 38.74 3 Large paddy placement of 63 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH -160. 4 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH -160. ••. • Table 8: Attachment Resistance Expressed as a Moment - MW.(ft- op .... "• for Mortar Set Systems • • • • •• . • •••.• 4444 . Tile Profile Tile Application •.trip-- • Attachment ;•• .... Res isJnnv . • • . •tr. Barcelona 900 Mortar Sets 44.44- 24.5 44.4 0944." • 6 See specific mortar manufacturers Notice of Acceptance • •• '..• 00 • • MIAMI•DADE COUNTY APPROVED • • • • • • • • • • trip • • • • •0• • OS •• • • •. • ••. • •• ' •• 0•• • .• • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 5 of 7 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 BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI DADE COUNTY APPROVED • • •• .. • • •.•• • • •.•• • • •• • • • • . • • • • • .• • •.. • • • •••• •• . • • • •. • •.•. • • • .• . . •.• •• • • • . ••• • • • • •.•... • • • • • • • . • • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 6 of 7 PROFILE DRAWING BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED • • . . .• • •,•••• • • • .• .6• •• ••• • • .... •••• • • • .... •.•. • • •• •• • • • • • • • • •• •• • • • • •• •• •• • • ... . • • • ...... • • • • :• • • • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 7 of 7 • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44"' Street Coral Springs, FL. 33065 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. mia midade.Eov/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 applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. •.•• RENEWAL of this NOA shall be considered after a renewal application has been filed and there has becin 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•revi/ion or change in tile. • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endqrsefint of aur jroduct, for... sales, advertising or any other purposes shall automatically terminate this NOA. Failure to confilly with my suction pI • this NOA shall be cause for termination and removal of NOA. • • • • , • • • .•• . • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flprid , ind fgilowed by th ••• • •• expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then itrshali a dorms...: •.•• • • .•. • • • • •• in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI RADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications TAS 101 ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® 30 & 100 N/A N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 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 • • • • • •• • • •...•. •.•• • • Results'. —for. • . • • ••• . • ••. • • • •••• •• • • . . •. • • ...• • • • • •• • . ••• •• • • • 000000 • .•• • .• 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI-DADE COUNTY APPROVED • . 0000 . • • •..••• • • • • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA 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 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 • •••• • 520109-7• • • • • •• .. . 520191-1 TAS 101 • • 0(p2G99 520109-2-1 • • LIMITATIONS: •••• • • •••• •••• •••• •• • •••••• • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assen l 'Jog fire Aug!: 2. ICP Adhesives Polyset® AH -160 shall solely be used with flat, low, & high tile profileC. • • • • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard. AS•120. • • • • . 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH!r60 roof tire:divisive • 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. MIAMI.DADE COUNTY APPROVED NOA No.: 17-0322.03 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 Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH -160 has been dispensed. 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMI•DADE COUNTY APPROVED • • . • • •. • . •.•• •••• •••. ••. • • • •••• .. • .• • • ..• • . •••• • • •. •. . • . • • • • • .. • • • .• • • ••• .. • . •.• • . • • •.•... • • •..... • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 • Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: • • • •. .. • ... • • • •••• .• • • • • As required by the Building Official or applicable building code in order to properly evaluate'thtnStallatio i of this system. •.... •••• • • ....• •.•• MIAMIDADE COUNTY APPROVED • • •• •• • • . • • • • • • • •. • • • •• . • .• •. • • • ••• • • • • •.•••• • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5of11 ADHESIVE PLACEMENT DETAIL # 1 Nell*rmuglepiastk crmersl iwhen required) gap'Fevel pkdl (when raqutdl Wadi lal Pay Weephote smr clestore trip edge MIAMFDADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. .... • • •• •••• • • • ▪ •• •• • •• • •• • •• • • • • High Profile / Single Pan Tib,.. •••• • • • • • •.•• •••. • • 1. Starting at the eave courca,.apply a mmninauQi 2" (50.8 mm) x 10" (254 mit-r) x 4" (25.4 FAO foam paddy onto the underlayi t?1t sitioned as shown • • under the pan portion of the the closegt.k» e • • overlock of the tile being set...• • •• • 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Mtilthrough pl•atitc•mant P•ddy t+•htn required) /! Nail thrau0b blastic cement ;when required' AladdvItenaalhTllia Eav! Cu,unf• MIAMI-DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch• adhesive co?ta,c Oith the • underside of the tile. •• • • ••• •• • • • • • • • ••• • 2. At the second course, applyamiiimum 2" f50.8mn: • • x 7" (177.8 mm) x 1" (25.4.1m0 foam pnto tire underlayment positioned as S110Vtin under•d pan • • portion of the tile closest tdrtirdierlock of tha the • •• •• being set. • • • • • • • 3. Continue in same manner. Ili. sure approihia'ttty 12" • (77.4 cm2) - 14 (90.3 cm2) Sq reanch adllesi Nte • contact with the underside of the tile. • • (Instructions continued on next page) • .• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 • ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall through ptistk r ivAmotrequired) P •iay (sr t► 4h ril.� nrufortiroint 21h. flattens aptla%a1 MIAMI DADE COUNTY APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. •.•• • • • • ••.. • • • •• • •• . • • • •• • •••• • • •••• • • •• •• • • • • • • • •• • •••• • • •••• • • • • ••• •• • •• • • • • • • • • • • • ••• • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Rat/Low Profile Tile Medium PronleTile MANMADE COUNTY APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) • • • • •. • • .... . • . . .. •. • • .. • • . • •. • •••• . • 6••• • .• . • • • . • • • .• •• • • • • • • • • • .• • • • • • •.. . • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High Profile Tile MIAMI•DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • • • •• • ••• • • •• • • • • .• • • •••• •••• • • • • •••• •••• • • • • • •• •• • • •• •• • •• • • • • • • • • • • • •• • • ••• • • •• • • • • • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. in contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in.from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment Steep pitch applications (when required) Eave closure (motar shown) WeerShol• Fascia Board Sheathing Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI•DADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is aftplit d and place onto pan tile corse insure a miuithum of 20 (129 cm2) - 25 (1611.'3 cnr) squee. inch contact area on each s'itltrAthe comer tyle to tho pan tile. Continue in same 'tanner. Trim away* any cured exposed foam aDl'iesive.Poir2ting of' longitudinal edges oi:t.Aover tiles • e are e a e a • • • e considered optional... • e e • • 5. When additional naikng is trequired, 2': (50.8 mm) x 4" (101.6 mn=) miters or troirtiVvire e system using galvaniz'etl, stainless steel: or e copper wire and compatible nails maylit used. END OF THIS ACCEPTANCE • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 e DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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/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 revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Underlayment Systems • • • • • •410• 0041• • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo. city. State ailji fO�lt�wing • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • •... •••• . . RENEWAL of this NOA shall be considered after a renewal application has been filed and•t teiie has bees ndchango.... in the applicable building code negatively affecting the performance of this product. • • • • • • •• •• 00 .. • • TERMINATION of this NOA will occur after the expiration date or if there has been a rd.V'ISiphor change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ofatw.1Sr,Aduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure kq corply with any sects 1 • . • 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# 14-0724.16 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. MIAMI.DADE COUNTY APPROVED NOA No.: 14-1028.02 Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS SCOPE: This approves CertainTeed Underlayment Systems, as described in this Notice of Acceptance; designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product WinterGuard HT Manufuring Location #1 WinterGuard Granular Manufuring Location #2 WinterGuard Sand Manufuring Location #2 Diamond Deck' Manufuring Location #3& 4 MetaLaymentTM Manufuring Location #1 Black Diamond" Base Sheet Manufuring Location #2 MIAMI.E .DE COUNTY APPROVED Dimensions 36"x65' rolls 36"x65' rolls Test Product Specification Description ASTM D 1970 Modified fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. ASTM D 1970 Granular surfaced modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. 36" x 65' ASTM D 1970 Embedded sand surfaced modified, fiberglass rolls reinforced, bituminous sheet materiat to.tbuse as an underlayment in slopedzdol;asseml4lie$, Designed as an ice & fain.shield. • • • • • • • .•• . . 48" x 250' ASTM D 226 Synthetic, scrim reinfDrggcj underlayment for use rolls Type II under shake, shingles, el ate or metal rooDng. • • . . . . . . 393/8"x61' rolls 39 3/8" x 68' 7" rolls ASTM D 1970 ASTM D 1970 . . . . • • A film surfaced, self adheling uncicitivivient for use under metal roofing,' •1• • • . • .• • Granular surfaced modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Not for use as an Anchor Sheet. Direct adhesion to wood deck not permitted in the HVHZ. NOA No.: 14-1028.02 Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 2 of 9 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Flintlastic GTA Manufuring Location #1 39 3/8" x 32' 10" rolls All Weather/Empire 39 3/8" x 65' 10" Base Sheet rolls Manufuring Location #1 DryRoor TU Manufuring Location #1 Flintlastic GMS Manufuring Location #1 393/8"x61' rolls 393/8" x 32'10" rolls Test Specification ASTM D 6222 Grade G Type I ASTM D. 4601 Type II TAS 103 Product Description Granule surfaced APP Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. Asphalt coated fiberglass reinforced base sheet. A polyester fabric surfaced, self -adhering underlayment. ASTM D 6164 Granule surfaced SBS Modified Bitumen Grade G membrane with non -woven polyester mat Type I reinforcement for mop application. mtlastic SA Cap 39 3/8" x 33'11" Manufacturing rolls Location #1 Roofers' Select Manufacturing Location #5 36" x 144' rolls MANUFACTURING LOCATION: 1. Little Rock, AR. 2. Shakopee, MN 3. Hangzhou, China 4. Silvassa, India 5. Shreveport, LA MIAMI•DADE COUNTY APPROVED TAS 103 Polyester reinforced, self -adhering SBS modified bitumen cap sheet. ASTM D226 An asphalt-impregnattil• organic felt. enforced Type I with glass fibers, roolig 1erlaytWt• • • • • • •... •••• . . . . .... .... . . .• . . .. .. ..• .. . • • • • • •. • • • •• • ••• • • • • • • . • • NOA No.: 14-1028.02 Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 3 of 9 . EVIDENCE SUBMITTED: Test Agency Momentum Technologies, Inc. TrinityjERD PRI Construction Materials Technologies, LLC InterTek Testing Services Ltd. MIAMI•DADE COUNTY APPROVED Test Identifier AX31 G8D AX31G8G 3530.12.05-1-R1 3523.03.05-R2 C32240.03.10 C3500.04.10 C31860.05.10 C30280.12.09 -R2 C31410.10.10 -R1 C30890.03.10-1 C40050.09.12-2 C34940.09.11 -R1 C32930.01.11 -R2 C45240.01.14-1 C45240.01.14-2 CTC -075-02-01 CTC -075-02-01 CTC -093-02-01 CTC -189-02-01 CTC -163-02-01 10103165000Q -002C 101227796C0Q-003C 10103165000Q -005C Test Name/Report ASTM D4601 ASTM D6222 ASTM D1623 ASTM D1623 ASTM D4977 TAS 103 ASTM D1623 ASTM D226 ASTM D5147. ASTM D4798 ASTM D1970 ASTM D1970 TAS 103, ASTM D1623 ASTM D1623 ASTM D1970, TAS 110 TAS 103, TAS 110 Date 09/05/08 06/05/09 10/05/09 01/12/10 03/04/10 04/01/10 05/18/10 12/11/09 11/02/12 03/17/10 09/28/12 10/04/11 01/20/14 01/15/14 01/24/14 ASTM D1623 10/07/11 TAS 103 10/07/11 ASTM D6164, ASTM D4798 08/09/11 ASTM D1623 ••••11/18/13 ASTM D6757, A$TlV10Q226, • • • • 45/09/10, . • • • ASTM D4869 ' • •. • • • • ASTM D2,�60 ASTM D474$. • ASTM D4869•• •. •. • • • • • • • •• • •. • • 08/13/3...: •....68/13/14..• • 08/13/13:••• • .• •• .• • • • ••• • • • • • • NOA No.: 14-1028.02 Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 4 of 9 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck. Anchor Sheet: Surfacing: (4:12 or Above) One or more plies of Diamond Deck with a minimum 4" headlap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. (2:12 to < 4:12) One or more plies of Diamond Deck with a minimum 20" headlap and a 12" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints should be offset 36" minimum Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck. •••• • • • • •••• Anchor Sheet: (4:12 or Above) Two plies of Roofers' Select with a minimum 2" he5d• lap•and a•3'•iwd lap •' mechanically fastened to deck with approved nails and tin caps 6" o t .•$t't?ie side ttp edge and in a grid pattern spaced 12" o.c. in the field of the roll. • • • •. • (2:12 to < 4:12) Two plies of Roofers' Select with a minimum 19" tsmilsp and g•124','.end lap.... mechanically fastened to deck with approved nails and tin caps 6" d.e:slie sidi 4q edge and.: • •' in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joiii& Mould be eiifset•72" • • • • •• minimum. ••• • •• Surfacing: Shall be acceptable for use in approved asphaltic shingle applications. Must Coi T? with . • applicable Roofing Application Standards and Building Codes • • • •••• • • MIAMFDADE COUNTY APPROVED NOA No.: 14-1028.02 Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 5 of 9 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" headlap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterGuard HT, WinterGuard Granular, WinterGuard Sand, MetaLayment, DryRoof TU or Black Diamond Base Sheet self -adhering membrane adhered to the anchor sheet with a minimum 3" headlap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet must also be strapped. Surfacing: MIAMI•DADE COUNTY APPROVED Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes .•.• • • • • •••• • • • • •• . •• . • • • . • ••• • • .••. • ••. • • • ••• •. • • • • • • .. •• • • • • • • • • • • . • • • • • • • • • • • •. • • ••• • • • • • NOA No.: 14-1028.02 Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 6 of 9 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One ply of ASTM D 226 Type II organic felt or All Weather/Empire Base mechanically attached with a minimum 4" side lap and a minimum 6"end lap. Anchor sheet shall be applied at a right angle (900) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll of the base sheet. Ply Sheet: (Optional) One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Flintlastic GTA torch applied to the preceding sheet or DryRoof TU, Flintlastic SA Cap, self -adhering membranes adhered to the preceding sheet with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet and ply sheet must also be strapped. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum of 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: •Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS and DryRoof TU may be used with any approved roof tile system mechanically fastened as specified in their current NOA.,. •Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS and DryRoof TU may be useel•vith any. • • :. • approved roof tile system adhered as specified in their current NOArnsmg any foarn.dhesive • listed and having a current tile adhesive NOA approval. • • • • • • • LABELING: Must comply with appropriate Roofing Application Standard RAS 1.1: ' AS 119,•„f S 120 a • • • applicable Building Codes. • • • • • • • •. •• •• •• • . . • • • • • All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, ,city, • • state and the following statement: "Miami -Dade County Product Control Approved" or the Miami<Dade•Leinty • • Product Control Seal as shown below. • • MIAMFDADE COUNTY MIAMFDADE COUNTY APPROVED APPROVED NOA No.: 14-1028.02 Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 7 of 9 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 material. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Diamond Deck, MetaLayment, DryRoof TU or Black Diamond Base Sheet as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. CertainTeed underlayment roofing systems utilizing Roofers' Select shall be acceptable for use in asphaltic shingles. 3. CertainTeed underlayment roofing systems utilizing DryRoof TU, Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof tile systems as specified in the surfacing option of the approved assemblies. 4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with applicable Building Code. 5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with deck free of irregularities. 6. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap, MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof for longer than 180 days of application. DryRoof TU and Roofers' Select shall not be left exposed as a tempora.. rX . .... ... roof for longer than 30 days after application. • • • ••• • •• • • 8. CertainTeed underlayment products may be used with any approved roof covering A1oii: e•of AcoepTarice listing. • • CertainTeed underlayment products as a component part of an assembly in the •Notre of Acceptance.; •If•„ CertainTeed underlayment products are not listed, a request may be made to the AuiliMW Havi g•J'lyrisdictlon • (AHJ) or Miami -Dade County Product Control for approval provided that appropriate'documentatiori is provi$e . • • • • to detail compatibility of the products, wind uplift resistance, and fire •testing results. • . • • � • • . •. • •• • 9. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loos% decking panels. Sweep• the deck thoroughly to remove any dust and debris prior to application. • • 10. When applying the membrane in the valley, start at the low point and work to the higi oinicrollin the membreno • • from the center outward in both directions. ' • • 11. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 13. The maximum roof slope for use as roof tile underlayment for direct -to -deck tile assemblies shall be as follows: (Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the underlayment. See Table Below) MIAMI•DADE COUNTY APPROVED NOA No.: 14-1028.02 Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 8 of 9 LIMITATIONS: Tile Profile Flintlastic GMS' Flintlastic SA Cap2 DryRoor TU3 Flintlastic GTA3 Flat Tile 4:12 6:12 6:12 6:12 Profiled Tile 4:12 5:12 6:12 6:12 'The following is applicable to all systems using and Flintlastic GMS •Slopes up to 4:12 — Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). *Slopes greater than 4:12 — Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below). 2The following is applicable to all systems using Flintlastic SA Cap: •Slopes up to 5:12, Profiled Tile — Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). *Slopes greater than those shown in the above table — Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below). 'The following is applicable to all systems using DryRoor TU and Flintlastic GTA: •Tiles shall be stored on battens on roof pitches greater than 6:12". Front View Figure 1: Staged Method, MIAMI•DADE COUNTY APPROVED Front View Figure 2: Batten Method END OF THIS ACCEPTANCE • • • • • • •••• . • •• . . . • . . • • • • Side View• • • FZgufe �: Batten Method • • • • • • • • • • • • • • • • •• • ••• • • • •• NOA No.: 14-1028.02 Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 9 of 9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (hi Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted• • • herein. • • 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/economy ...• RENEWAL of this NOA shall be considered after a renewal application has been filttl and there liar' • been no change in the applicable building code negatively affecting the performance of1ns product... TERMINATION of this NOA will occur after the expiration date or if there has berm Nvision.of • •. change in the materials, use, and/or manufacture of the product or process. Misuse of tfli NOA as ari endorsement of any product, for sales, advertising or any other purposes shall automati;allj terming a •: this NOA. Failure to comply with any section of this NOA shall be cause for terminartiQmqd removal of NOA. •• •• • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County .Fslofida, 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. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 1 of 30 Membrane Type: Deck Type 1: Deck Description: System Type E(2): APP/SBS Heat Weld Wood, Non -insulated 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: Fastening Options: MIAMFDADE COUNTY APPROVED FireOutTM Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection or Securock® Gypsum -Fiber Roof Board. GAFGLAS® #80 Ultima" Base Sheet, GAFGLAS® Stratavent® EliminatorT" Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat -Weld' Smooth or Ruberoid® SBS Heat -Weld" 25 mechanically fastened to deck as described below; GAFGLAS® Ply 4, GAFGLAS® FIexP1yTM 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 FlexPIyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener, Drill-TecTh #14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3" Steel Plate, Drill- TecTM AccuTrac® Flat Plate or Drill -Tee AccuTrac® Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Desizn Pressure —45 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 ata • fastener spacing of 9" o.c. at the 4" lap staggered and in two 1194/s 9:11 o.c. i the. field. • • • ••• • (Maximum Design Pressure —52.5 • 1 Limitatian .74 • G'L AS® #80 Ultima' Base Sheets, Ruberoid® 20, Rubereild lbp Sn1t j : • base sheet attached to deck with approved annular ring shankA4ilsand tin naps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows"9" o.c trip the, field. (Maximum Design Pressure —60 psf. See General Limitation #7) • • GAFGLAS® #75 Base Sheet or any of above base sheets attac'ha fto:deck e'itl� Drill -Tec' #12 Fastener, Drill -Tee' #14 Fastener or Drill -Tec' XHD Fastenef • and Drill -Tec" 3" Steel Plate, Drill -Tec' AccuTrac® Flat Plate or Drill-TecTM AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 28 of 30 •••• • • • •••• • • • • •• • • • Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3" inverted Drill -Tec' insulation plates at a fastener spacing of 9" o.c. at the 4" (Continued) lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec— #12 Fastener, Drill-TecTM #14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrac® Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See Gener 1 Lwvtation #7 Ply Sheet: (Optional except over Ruberoid® Mop Smoot Ruberoid® 20, Ruberoid' SBS Heat -Weld' Smooth or Ruberoid® SBS Heat- e . : - . ore plies GAFGLAS® Ply 4 or GAFGLAS® F1exP1yTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid® Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, RoofMatchTM APP Modified Granular, Ruberoid® EnergyCapTM Torch Granule FR, Ruberoid® EnergyCapTM Torch Plus FR, or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid® SBS Heat-WeLdTM Plus, Ruberoid® SBS Heat- We1dTM Plus FR, Ruberoid® SBS Heat -Weld' 170 FR, Ruberoid® EnergyCapTM SBS Heat-We1dTM Plus FR, Ruberoid® SBS Heat -Weld' Granule, Ruberoid® SBS Heat-WeIdTM Smooth and Ruberoid® SBS Heat -Weld' 25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membrues. Chosen components must be applied according to manufacturer's application • instructions. All coatings must be listed within a current 1‘1oA. • • • •• ' • •• 1. . Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectiyely',ip,a flood coat • • of Approved asphalt at 60 lbs./sq. •.. • .... • 2. GAFGLAS® Mineral Surfaced Cap Sheet, Tri -Ply® Mineral Surfeleed Cap Shher • • • or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheeted in efull mopping of approved asphalt applied within the EVT range arfdai•ar rate of MA' •• lbs./sq. • • • 3. Topcoat® Membrane, Topcoat® MB Plus (to be used as a primgr with TopcbhT' • • • . Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 gaf.(s[j •• • • • • • • . Maximum Design Pressure: See Fastening Options MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 29 of 30 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exP1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum V4" 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 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center 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 systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by yr. Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Regislej-gd• • Engineer, Architect, or Registered Roof Consultant may be submitted. Said revi§,e,d'flstener king shall utilize the withdrawal resistance value taken from Testing Application Staxulards.TAS Watt calculations in compliance with Roofing Application Standard RAS 117. • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requijemel4s of t1Zd5M• • areas. Fastener densities shall be increased for both insulation and base sheet as Cdretilated in • • • • compliance with Roofing Application Standard RAS 117. Calculations prepared seed and snick by a Florida registered Professional Engineer, Registered Architect, or Register pct jopj' Consultant (When this limitation is specifically referred within this NOA, General Lindtatto4 #9 will not be applicable.) • 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination desigii• 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 MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to b renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. v Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking a be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. 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 accordance with the requirements of Sections R4402, R4403 and R4413. "" Owner/Age is Signature Date 36o ,20 /oc-'t' Property Address Revised on 7/9/2009 LD;07/01/2015; • • • • .... ••. .. . • Contractor Signature • • .... . . .. .• •• • Dasa . • • . .. .... Permit Number • • • . • . • • • . • .. .. • • ... . • • • • . • . . . . • . "DensDeck ® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard"' Roofboard" or minimum 1/4 -in. thick Untied States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCKS Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive with butt joints in the barrier board products staggered a minimum of 6 -In. from plywood deck Joints, Base Sheet: — One ply "GAFGLAS® Stratavent® Nailable Venting Base Sheer or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", loose lad or Type G2 HGAFGLAS S 475 Base Sheet" or Iri-Ply 475Base Sheet" or "GAFGLAS® #BO Ultima" Base Sheet", fully adhered with hot roofing asphalt. Ply Sheet: — One or two plies "RUBEROIDO Mop Smooth' or "RUBEROID® Mop Plus Smooth" fully adhered with hot rooting asphalt. Membrane: — "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri -Ply® BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United Coatings TOPCOAT® EnergyCotem Roof Coating" or "TOPCOAT® MB Plus Coating" or "United Coatings"' Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./100-ft.2. ifttotno Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or '`Tri - Ply® #75 Base Sheer mechanically fasten . Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanur echanIcally fastened or hot mopped or adhered wi OMG Inc. sOlyBond Fastening System" or any UL Classified insulation adhesive, Base Sheet: — One or more plies "RUBEROID® ocith", "Ruberold® 20 Pius Smooth" or WRT HW 25 Smooth", ‘rnechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheer or "Tri Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCap"' Mineral - Surfaced Cap Sheet". were., lortiftea 2 Barrier Board (Optional): — One or more layers minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC "Oensoeck® Roofboard ° or "DensOeck® Prime Roofboard" or "DensDeck® DuraGuard"1 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/polysocyanurate composite or phenolic, any thickness. Base Sheet: — Two plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or one ply Type G2 "GAFGLAS® #75 Base Sheet" or °In -Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima"' Base Sheet" mechanically fastened or fully adhered with hot roofing asphalt or one ply Type G2 "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" loose laid, mechanically fastened or fully adhered. Ply Sheet: — One or more plies Type Gt "GAFGLAS® Ply 4" or "Tri -ply* Ply 4" or "GAFGLAS® Flex 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® EnergyCapos Mineral - Surfaced Cap Sheer , fully adhered with hot rooting asphalt.