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Home My WebLink AboutPRODUCT APPROVAL ROOFING TILES 816Q021 Florida Budding Code Online r acts Horne ton in user Registranoe Hot Topics Submit Surcharge stalls a Facts publications Contact Us BCts site Map links Search dbr(( jildpiproduet Approval p @i !USER.Public user Pry�ud:Atmroval Menu>product of Adotication Search>AQQjUtwn Ust,Application Detail FL# FL17330-R.4 Application Type Revision Code Version 2020 Application Status Approved -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Crown Budding Products of Florida LLC Address/Phone/Email 6018 HWY. 72 Arcadia, FL 34266 (863)993-4004 bdyble(perownrooftiles.com Authorized Signature BARRY DYBLE bdybleOrrown rooftiles.com technical Representative Barry Dyble Address/Phone/Email 6018 Hwy. 72 Arcadia, FL 34266 (863)993-4004 bdyble@crow nrooftiles.com Quality Assurance Representative Juan Gonzalez Address/Phone/Email 6018 SE Hwy 72 Arcadia, FL 34266 (863)993-4004 Gonzalez@crownrooftiles.com Category Roofing Subcategory Roofing Tiles Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Joshua M Royce, PF Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) SwrISlMA Year TAS 100 1995 TAS 101 1995 TAS 102 1995 TAS 102A 1995 TAS 112 1995 Equivalence of Product Standards Certified By https://Ooridabuilding.org/pr/pr_app_dtl aspx?param=wGEVXQwtDgsRyNwiNWOrY5k3hwugi2o%2b4Min2Hf9YC18QYJOK92K8Q%3d%3d 112 8)6i2021 Florida Building Code Online Product Approval Method Method i Option A Date Submitted 02/03/2021 Date Validated 02/08/2021 Sate Pending FBC Approval Date Approved 02/11/2021 summary of Products FL# Model,Number or Name Description 17330 1 Tuscany Concrete Roofing Tile Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F>2-U-0-R4 C CAC Tusca[y NOA '9100302,Rdf Approved for use outside HVHZt Yes Quality Assurance Contract Expiration Date Impact Resistant:N/A 01/29/2025 Design Pressure:N/A Installation Instructions Other:Tile roofs are analyzed for wind load resistance in FL17 0 R4 tt T scany�OA 191QQ302.Rdj terms of overturning moment. For Non-HVHZ,refer to Verified By: Miam!-Dade BCCQ-CER FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Created by Independent Third Party Installation Manual. For HVHZ refer to NOA. Evaluation Reports Created by Independent Third Party; 17330.2 Windsor Flat Profiles Concrete Roofing Tile Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI 1733o R4 C CAC Wincso,NCA 1910Q )3.Q,df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:N/A 01/29/2025 Design Pressure:N/A Installation Instructions Other.Tile roofs are analyzed for wind load resistance in FL17330 R4 it Windsor n(yA 19100303 p¢f terms of overturning moment. For Non-HVHZ,refer to Verified By. Miami-Dade BCCO-CER rRSA/TRI Florida High Wind Concrete and Clay Roof-'ile Created by Independent Third Party Installation Manual. For HVHZ refer to NOA. Evaluation Reports -- Created by Independent Third Party Cuntact.Us 26UI Blair Stunk Rudd,TdilahesWe FL_2,799 ahon� 850-487 1824 The State of Floruia rs an AA/FED empipyer.Cobvriyht 2007 1013 SL41S ut Flonda. -,Pnyacy Statcm nt A •-i i y Statement Refund Statemen under Florida law.email address"are puMlr records.if you do not want your email adtlre:..released in responv to d publjc•records rrqurst,do not gored eler?com< mail to this entity lnstead,contact the offtrr by phone or by traditional mad.If you have any questiont,please rnrrArt 650.487.1305.•Pursuant to Sertron 455.275(1), Florida statutes,rfrective ortober 1 2012,brensees licensed under Chapter 455,E5.must provide the Department with an email addr-A it they have one,the email provided may be used for official communication with the licensee,However email addresses are pubic record.It you do not wish to%Upnly a Pelv"al aoorres,please provide the Department with an email address which can be made available to the.pubhr.To determine,f you Are a licen!ter.under Chapter 455.F.S.,please click her('.. Product APProval A cc epts: {;rPUI' t;nrli Safe hops.//Aoridebuilding.orq/pr/pr_app_dt1.aspx9param=wGEVXQwtDosRyNwiNWDrY5k3hwugi2o%2b4Min2Hf9Ycl8QYJOK92K8Q%3d%3d 212 MIAN11-DADS COUN'ry MIAMFDADE PRODUCi'CONTROL SECI'ION 6 • 11805 SW'6 Sircet.Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,F londa 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-251)0 H(786)315 2599 NOTICE OF ACCEPTANCE (NOA) w�w.miamidade.t!ac rcanam Crown Building Products of Florida LLC 60118 H WY 72 Arcadia, FL.34266 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 AIiJ (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: Windsor 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 tiled 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 sates,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA steal I be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miatni-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 14-1006.03 and consists of pages I through 8. The submitted documentation was reviewed by Fred y.Sentino :VOA No.: 19-1003.03 KAMMOADE-COUNTY Expiration Date: 01/29/25 1111111 "'• �1 Approval Date: 11/27/19 Page i of 8 RoOFLNG ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete 1- SCOPE This approves a roofing system using Windsor Tiles,manufactured by Crown Building Products of Florida LLC in Arcadia, FI.. as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements. as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRiPTiON Manufactured by Dimensions Test Product Applicant Specifications Description Windsor Shake L— 17." TAS 112 Flat, interlocking,concrete tile equipped with two W = 13." Type 3a nail holes. For direct deck or battened nail-on. 11 1.2" Class III mortar or adhesive set applications. Thickness: 0.59" Windsor Split Shake L= 17." TAS 112 Flat, interlocking,concrete the equipped with two W = 13." Type 3a nail holes. For direct deck or battened nail-on, I = 1.2" Class III mortar or adhesive set applications. Thickness: 0.59" Windsor Slate L = IT" TAS 112 Flat, interlocking,concrete tile equipped with two W = 13." "hype 3a nail holes. For direct deck or battened nail-on, H= 1.2" Class III mortar or adhesive set applications. Thickness: 0.59" Trim I'icces L— varies "TAS 112 Accessory trim, concrete roof pieces for use at W-varies hips,rakes, ridges and valley terminations. Varying thickness Manufactured for each the profile. 2.1 PRODUCTS MANUFACTURED BY' OTHERS Product Name Product Description Manufacturer (With Current NOA) ICP Adhesives Polyset AH-160 Two component polyurethane ICP Adhesives and Sealants, Inc. foam adhesive. TILE 13ONDTM Roof Tile Adhesive Single component polyurethane The L)ow Chemical Company foam roof tilt adhesive. "Tile Titc" Roof Tile Mortar Premixed,pre-bagged roof the Bermuda Roof Co. Inc. mortar. Hon:al Roof Tile Mortar Premixed,pre-bagged roof tile Bonsal American mortar. "Quikretc" Roof Tile Mortar, FL-I5 Premixed,prc-bagged gray roof The Quikrete Companies, Inc. the mortar. NOA No.: I9-1003.03 MtAMMADEeouHrr Expiration Date:01/29/25 Approval Date: 11/27/19 Page 2 of 8 2.2 MANUFACTURING LOCATION 1. Arcadia, FL. 2.3 SUBMITTED EVIDENCE; Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Appendix III PA 102&PA 102(A) Dec. 1991 7161.03 Appendix II PA 108 (Nail-On) Dec. 1991 Letter PA 108 (Nail-On) Aug. 1994 P0631-01 PA 108(Mortar Set) July 1994 P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied 94-060A PA 101 (Mortar Set) March, 1994 Engineering,Inc. 94-094 PA 101 (Adhesive Set) May 1994 25-7094-2 PA 102 Oct. 1994 (4"Headlap,Nails,Direct Deck,New Construction) 25-7094-8 PA 102 (4" Headlap,Nails, Battens) Oct. 1994 25-7094-5 PA 102(4" Headlap,Nails,Direct Deck, Oct. 1994 Recover/Reroof) 25-7183-6 PA 102 (2 Quik-Drive Screws,Direct Feb. 1995 Deck) 25-7183-5 PA 102 (2 Quik-Drive Screws,Battens) Feb. 1995 25-7214-1 PA 102(1 Quik-Drive Screw, Direct Deck) March, 1995 25-7214-5 PA 102 (1 Quik-Drive Screw,Battens) March, 1995 Project No. 307025 PA 100 Oct. 1994 Test#MDC-77 Celotex Corporation Testing 520109-1 PA 101 Dec. 1998 Service 520111-4 PA 101 March 1999 520191-1 PA 101 March 1999 Walker Engineering,Inc. Calculations Aerodynamic Multiplier October 2007 Calculations Moment of Gravity August 2007 Calculations 25-7094 February 1996 Calculations 25-7496 April 1996 Calculations 25-7584 December 1996 Calculations 25-7804b-8 December 1996 Calculations 25-78044&5 December 1996 Calculations 25-7848-6 December 1996 Calculations 25-7183 March 1995 Calculations Aerodynamic Multipliers April 1999 Calculations Two Patty Adhesive Set System April 1999 American Test Lab of South RT1021.02-15 TAS 112 12/10/15 Florida RT1211.02-15 Restoring Moment 04/16/16 RT1211.02-15 Aerodynamic Multiplier 12/11/15 MD� NOA No.: 19-1003.03 F Expiration Date:01/29/25 Approval Date:11/27/19 Page 3 of 8 American Test Lab of South RT0908.01-14 TAS 112 09/18/14 Florida RT0923.01-14 TAS 112 09/30/14 RT0923.02-14 TAS 112 09/30/14 RT0912.01-14 Restoring Moment/Aerodynamic 09/18/14 Multiplier RT1203.03-18 TAS 112 12/11/18 RT0819.03-19 TAS 112 08/29/19 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 shalt 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 Miami-Dade Product Control office for review. 3.4 Minimum underlayment shall be in compliance with the applicable hoofing Applications Standards listed section 4.1 herein. 3.5 4/12 minimum slope for mechanically attached tiles. 3.6 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.7 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.8 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. 4. INSTALLATION 4.1 Crown Windsor 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 (1 x w) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w (ft) Windsor Shake, Windsor Split Shake, 11.7 1.42 1.08 Windsor Slate Table 2: Aerodynamic Multipliers -A(ft ) Tile Profile A (tl't3) A (ft3) Batten Application Direct Deck Application Windsor Shake, Windsor Split Shake, 0.289 0,M Windsor Slate NOA No.: 19-1003.03 MI[ MWA IN COUNTY Expiration Date:01/29/25 Approval Date: 11/27/19 Page 4 of 8 Table 3: Restoring Moments due to Gravity -M9(ft.-lbf) Tile 2":12" 311:12" 4":12" 5"•12" 6":12" 7":12" or Profile greater Windsor Battens Direct Battens!Direct Battens Direct Battens Direct Battens Direct Battens Direct Shake, Deck Deck Deck Deck Deck Deck Windsor NIA 8.26 NIA 8.17 8.07 8.04 7.91 7.87 7.72 7.67 7.50 7.46 Split Shake, Windsor Slate Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Windsor Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2 Windsor Split Shake, 1-10d Smooth or Screw Shank 7.3 9.8 4.9 Windsor Slate Nail 2-10d Smooth or Screw Shank 14.0 18.8 7.4 Nails 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank 24.3 24.3 24.2 Nail (Field Clip) 1-10d Smooth or Screw Shank 19.0 19.0 22.1 Nail (Eave Clip) 2-10d Smooth or Screw Shank 35.5 35.5 34.8 Nails (Field Clip) 2-10d Smooth or Screw Shank 31.9 31.9 32.2 Nails (Eave Clip) 2-10d Ring Shank Nails' S0.3 65.5 48.3 1 Installation with a 4"tle headlap and fasteners are located a min.of 2'/2"from head of tile. NOA No.: 19-1003.03 MIAMWAi CO NTY Expiration Date:01/29/25 JAPPROVIEW- Approval Date: 11/27/19 Page 5 of 8 Table 5: Attachment Resistance Expressed as a Moment Mr Ift.-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Windsor Shake, Adhesive2 31.33 Windsor Split Shake, Windsor Slate 2 See manufactures component approval for installation requirements. 3 TILE BONDTm Roof Tile Adhesive; Average weight per patty 13.9 grams. ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160;Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mr(ft4bf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Windsor Shake, ICP Adhesives Polyset AH-160 118.94 Windsor Split Shake, ICP Adhesives Polyset AH-160 40.45 Windsor Slate 4 Lar e addy placement of 459rams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160. 5 Medium paddy placement of 24grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160. Table 7: Attachment Resistance Expressed as a Moment- Mr(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Windsor Shake, Mortar Seth 39.0 Windsor Split Shake, Windsor Slate s Sees cific mortar manufacturers Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below),or following statement: "Miami-Dade County Product Control Approved". M � H [DsDo n n DLw H CRo", WINDSOR ROOF TILE (LOCATED ON UNDERSIDE OF TILE) C o�Cou� NOA No.: 19-1003.03 e:01/29/25 � Expiration Date:01J29/ZS Approval Date; 11/27/19 Page 6 of 8 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS FASTENER HOLES e 0 17" 13" WINDSOR SLATE NOA No.: 19-1003.03 FWAMMADE COU Expiration Date:01/29/25 "' ' Approval Date: 11/27/19 Page 7 of 8 PROFILE DRAWINGS(CONCINUED) J 17" WINDSOR SHAKE r�5TU4:ri.+oW:L 1 17' 13" WINDSOR SPLIT SHAKE CROWN WINDSOR ROOF TILE END OF THIS ACCEPTANCE r au aoetot rr NOA No.: I9-I003.03 A III ,,,,� 1 U� Expiration Date:0I/29/25 mllIApproval Date: 11/27/19 Page 8 of 8