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FL # FL17330-R4
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
Florida Building Code Online
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Product Manufacturer Crown Budding Products of Florida LLC
Address/Phone/Email 6018 HWY. 72
Arcadia, FL 34266
(863) 993-4004
bdybie(perownrooftiles.corn
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) standxA Year
TAS 100 1995
TAS 101 1995
TAS 102 1995
TAS 102A 1995
TAS 112 1995
Equivalence of product Standards
Certified By
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https://Tiondauuiiuing.org pr p pp_
8l6/2021
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
FL * Model, Number or Name
17330 1 Tuscany
Method 1 Option A
02/03/2021
02/08/2021
02/11/2021
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Tile roofs are analyzed for wind load resistance in
terms of overturning moment. For Non-HVHZ, refer to
FRSA/TRI Florida High Wind Concrete and Clay Roof Tile
Installation Manual. For HVHZ refer to NOA.
17330.2 Windsor Flat Profiles
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
other: Tile roofs are analyzed for wind load resistance In
terms of overturning moment. For Non-HVHZ, refer to
rRSA/TRI Florida High Wind Concrete and Clay Roof-'ile
Installation Manual. For HVHZ refer to NOA.
Description
Concrete Roofing Tile
Certification Agency Certificate
F L7V0_ R4 C CAC Tuscat`y NOA 19100302,Rtdf
Quality Assurance Contract Expiration Date
01/29/2025
Installation Instructions
�t7z,�p R4 P Tt.seany NOA 19100302.R.�,i
Verified ey: Miam -Dade BCCO - CER
Created by Independent Third Party
Evaluation Reports
Created by Independent Third Party
Concrete Roofing Tile
certification Agency Certificate
n.• r r`nr. It, 'cnr NOA 191003pa.odf
Quality Assurance Contract Expiration Date
01/29/2025
Installation Instructions
Fl 17330 R4 II Windsor hQA 191003 P.0-f
Verified By. Miami -Dade BCCO - CER
Created by Independent Third Party
Evaluation Reports
Created by independent Third Party
Cuntact US Blair Stunk Ruad, ahas�.: FL :Z,799 rh 924
amStatem
The State of Florida a an AA/FEO employee 400yr.yht 20G' tU] 3 Stan• yj Flonda. RivdiVSrwr^m n A•- i Y3`Satunt - arn,nd ent Under Florida law. email addrv5s" are public records. If you do not want your e-mail addre:.. n�leased in re_sponv to a pubt�c •r._K ardt rr•uuc5t, do not send 55.2ron 1
mail to this entity lnstead, contact the off)" by phone Or by traditional mad. If you have any quesriont, pleatr rontatt 850.487 1395. 'Pursuant to 4erApn s55. &.mai,
Florida statutes. cFlettive October 1 2012, hrenwet iirentrd under Lhaptcr 455, F.G. must provide the. Department with ar, email addr— d they have nnr, the lew
prow de the Of!partmen with a aema addressawh chhcanebe made available rtonthe pubs r.s ib determ�e 'lyou are a/ censeeu do tund r rhapter A55af .. please Hckphere .
Product APprerilai (Accepts:
{;recall G-It i
Safe
httpsa/loridabuilding.org/prlpr_app_dtl.aspx9param=wGEVXQwtDosRyNwiNWDrY5k3hwugt2oa/e2b4Min2HfgYcl8OYJOK92KSQ%3da/o3d 2,2
NIiA3iI-DADS COUNTY
MIAMb PRODUC'i' CON'i'ROL SEC'r10N
� +I 11 R05 SW 26 S(rc et. Room 208
► a;aw Miami. I'londa 33175-2474
DT PAR'I'MENT OF REGULATORY AND ECONOMIC RESOURCES (I2ER) T (786)315.2590 F (786) 31 S ?S99
HOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA) Nwµ miamtdade.t!ov:cconomt
Crown Building Products of Florida LLC
6018 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 RE
-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
(]it 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 with►n 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.
DFSCRIPTiON: Windsor Roof Tile
L.ABELiNG: 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 sales, advertising or any other purposes shall automatically tenninate 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 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 1 through 8.
The submitted documentation was reviewed by Freddy Sentino
NOA No.: 19-1003.03
t+pAMtDADECOUNTY Expiration Date: 01/29/25
I� ...., � Approval Date: 11/27/19
Paige I of 8
ROOI~LNG 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
Applicant
Windsor Shake
Windsor Split Shake
Windsor Slate
Trim Picces
L — 17."
W = 13.11
I 1 1.2"
Thickness: 0.59"
L = 17."
W = B."
Thickness: 0.59"
L = 17."
W=13."
H = l .2"
Thickness: 0.59"
L— varies
W - varies
Varying thickness
Test Product
Specifications Description
TAS 112 Flat, interlocking, concrete tile equipped with two
Type 3a nail holes. For direct deck or battened nail -on.
Class Ill mortar or adhesive set applications.
TAS 112 Flat, interlocking, concrete tile equipped Willi two
"hype 3a nail holes. For direct deck or battened nail -on.
Class iII mortar or adhesive set applications.
TAS 112 Flat, interlocking, concrete tilt equipped with two
"type 3a nail holes. For direct deck or battened nail -on.
Class III mortar or adhesive set applications.
WAS 112 Accessory trim. concrete roof pieces for use at
hips, rakes. ridges and valley tenninations.
Manufactured for each tile profile.
2.1 PRODUCTS MANUFACTURED By OTHERS
Product Name
ICP Adhesives Polyset AH-160
TILE BONDTy Roof Tile Adhesive
"Tile Tite" Roof Tile Mortar
Bonsal Roof Tile Mortar
"Quikrctc" Roof Tile Mortar, FL-15
Product Description
Two component polyurethane
foam adhesive.
Single component polyurethane
foam roof tilt adhesive.
Premixed, pre -bagged roof tile
mortar.
Premixed, pre -bagged roof tilt
mortar.
Premixed, prc-bagged gray roof
the mortar.
Manufacturer
(With Current NOA)
ICP Adhesives and Sealants, Inc.
The Dow Chemical Company
Bcnnuda Roof Co. Inc.
Bonsal American
The Quikretc Companies, Inc.
NOA No.: 19-1003.03
MIAMMADE OWNTY Expiration Date: 01/29125
• • 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
Dec. 1991
7161-03 Appendix 11
PA 108 (Nail -On)
Letter
PA 109 (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
May 1994
Engineering, Inc.
94-084
PA 101 (Adhesive Set)
Oct. 1994
25-7094-2
PA 102
(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/Rer000
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
March 1999
Service
520111-4
520191-1
PA 101
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
04/16/16
Florida
RT1211.02-15
Restoring Moment
Aerodynamic Multiplier
12/11/15
RT1211.02-15
NOA No.: 19-1003.03
MAMMADE
�Lzw• •
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/ll/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 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 (Ibf) Length-1 (ft) Width-w (ft)
Windsor Shake, 1.08
Windsor Split Shake, 11.7 1.42
Windsor Slate
Table 2: Aerodynamic Multipliers - A (ft3)
Tile Profile A (ft3) A (ft3)
Batten Application Direct Deck Application
Windsor Shake, 0.313
Windsor Split Shake, 0.289
(Windsor Slate
NOA No.: 19-1003.03
NIAM COUNTY Expiration Date: 01/29/25
Approval Date: 11/27/19
Page 4 of 8
Tile
Profile
Windsor
Shake,
Windsor
Split
Shake,
Windsor
Slate
Table 3: Restoring Moments due to Gravity - M9 (ft.-lbf)
2":12" 311:12" 4":12" 5"•12" 6":12" 7"• 12" or
greater
Battens Direct Battens I Direct Battens Direct Battens Direct Battens Direct Battens Direct
Deck Deck Deck Deck Deck Deck
NIA 8.26 NIA 8.17 8.07 8.04 i 7.91 7.87 7.72 7.67 7.50 1 7.46
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mechanically Attached Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Windsor Shake,
Windsor Split Shake,
Windsor Slate
2-10d Ring Shank Nails
30.9
38.1
17.2
1-10d Smooth or Screw Shank
Nail
7.3
9.8
4.9
2-10d Smooth or Screw Shank
Nails
14.0
18.8
7.4
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1-10d Smooth or Screw Shank
Nail (Field Clip)
24.3
24.3
24.2
1-10d Smooth or Screw Shank
Nail (Eave Clip)
19.0
19.0
22.1
2-10d Smooth or Screw Shank
Nails (Field Clip)
35.5
35.5
34.8
2-10d Smooth or Screw Shank
Nails (Eave Clip)
31.9
31.9
32.2
2-10d Ring Shank Nails'
S0.3
65.5
48.3
1 Installation with a 4" file headlap and fasteners are located a min. of 2'/s" from head of tile.
NOA No.: 19-1003.03
MIAMWAi CO NTY Expiration Date: 01/29/25
JAPPROVED!-Approval Date: 11/27/19
Page 5 of 8
Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-lbf) I
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 Polyset AH-160; Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Windsor Shake,
Windsor Split Shake,
ICP Adhesives Polyset AH-160
118.94
ICP Adhesives Polyset AH-160
40.45
Windsor Slate
4 Lar e addy placement
5 Medium paddy
of 45grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160.
placement of 24grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset 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 Acce tance
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".
�jq�H(Dslan
<�� C�G?��' w H
CROWIN WINDSOR ROOF TILE
(LOCATED ON UNDERSIDE OF TILE)
NOA No.: 19-1003.03
MUAMMADECOUNTY 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.
4
13"
PROFILE DRAWINGS
FASTENER HOLES
WINDSOR SLATE
NOA No.: 19-1003.03
FpAMMADE COUNW Expiration Date: 01/29/25
" I ' Approval Date: 11/27/19
Page 7 of 8
PROFILE DRAWINGS (CONCINUED)
13"
WINDSOR SHAKE
WINDSOR SPLIT SHAKE
CROWN WINDSOR ROOF TILE
END OF THIS ACCEPTANCE
r au aoeCOUNTY
ENOA No.: I9-I003.03
Expiration Date: 0I/29/2S
I4AM , , , , m1
Approval Date: 11/27/19
Page 8 of 8