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Home My WebLink AboutAPPROVED Crown Windsor Roof Tile - Copy MIAMI-DADE COUNTY MI®BADE PRODUCT CONTROL SECTION 7 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Crown Building Products of Florida LLC 6018 HWY 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 (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: 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 filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 14-1006.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino NOA No.: 19-1003.03 MIAMI DADS COUNTY Expiration Date: 01/29/25 Approval Date: 11/27/19 Page 1 of 8 ROOFING 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, Fl., 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, H= 1.2" Class III mortar or adhesive set applications. Thickness: 0.59" Windsor Split 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, H= 1.2" Class III mortar or adhesive set applications. Thickness: 0.59" Windsor Slate L= 17." TAS 112 Flat, interlocking, concrete tile equipped with two W= 13." Type 3a nail holes. For direct deck or battened nail-on, H= 1.2" Class III mortar or adhesive set applications. Thickness: 0.59" Trim Pieces 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 tile 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 BOND TM Roof Tile Adhesive Single component polyurethane The Dow Chemical Company foam roof tile adhesive. "Tile Tite"Roof Tile Mortar Premixed,pre-bagged roof tile Bermuda Roof Co. Inc. mortar. Bonsal Roof Tile Mortar Premixed,pre-bagged roof tile Bonsal American mortar. "Quikrete"Roof Tile Mortar,FL-15 Premixed,pre-bagged gray roof The Quikrete Companies,Inc. tile mortar. NOA No.: 19-1003.03 MIAMI DADS COUNTY 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. 94-084 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 25-7804-4& 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 NOA No.: 19-1003.03 MIAMI DADE COUNTY 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 shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami-Dade Product Control office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing 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 61 G20-3 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 (I x w ) Tile Profile Weight-W (lbf) Length-I (ft) Width-w (ft) Windsor Shake, Windsor Split Shake, 11.7 1.42 1.08 Windsor Slate Table 2: Aerodynamic Multipliers - (ft3) Tile Profile \ (ft3) A (ft3) Batten Application Direct Deck Application Windsor Shake, Windsor Split Shake, 0.289 0.313 Windsor Slate NOA No.: 19-1003.03 Mmmi-DADE COUNTY Expiration Date: 01/29/25 Approval Date: 11/27/19 Page 4 of 8 Table 3: Restoring Moments due to Gravity - Mg (ft.-lbf) Tile 2":12" 3":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 N/A 8.26 N/A 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' 50.3 65.5 48.3 1 Installation with a 4"the headlap and fasteners are located a min. of 2'/2"from head of tile. NOA No.: 19-1003.03 MIAMI•DAD,COUNTY Expiration Date: 01/29/25 Approval Date: 11/27/19 Page 5 of 8 Table 5: Attachment Resistance Expressed as a Moment Mf(ft.-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Windsor Shake, Adhesive' 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 Pol set AH-160; Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Windsor Shake, ICP Adhesives Pol set AH-160 118.94 Windsor Split Shake, ICP Adhesives Polyset AH-160 40.45 Windsor Slate 4 Large paddy placement of 45 rams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160. 5 Medium paddy placement of 24 rams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Pol set AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Windsor Shake, Mortar Seth 39.0 Windsor Split Shake, Windsor Slate 6 See specific 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". mimlamlan CROWN WINDSOR ROOF TILE (LOCATED ON UNDERSIDE OF TILE) NOA No.: 19-1003.03 MIAMIoaDeCOUNn Expiration Date: 01/29/25 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 c. a 17" 13 WINDSOR SLATE NOA No.: 19-1003.03 MIAMI-DADE COUNTY Expiration Date: 01/29/25 Approval Date: 11/27/19 Page 7 of 8 PROFILE DRAWINGS(CONTINUED) FASTENER HOLES Y 1711 i 13.. WINDSOR SHAKE FASTENER HOLES 0 a 1701 13 WINDSOR SPLIT SHAKE CROWN WINDSOR ROOF TILE END OF THIS ACCEPTANCE NOA No.: 19-1003.03 MIAMI DADE COUNTY Expiration Date: 01/29/25 Approval Date: 11/27/19 Page 8 of 8