HomeMy WebLinkAboutProduct Approval 1 .
MlAMl'IWD MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(R 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION C®N)v Miami,Flotida 33175-2474
j6� ! 786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA miamidade.Qov/econom
Ross Roof Group USA,Inc.dba Tilcor North America CODE COMPLIANCE
P.O.Bog 5125
563 ST. LUCIE C® NT
Galt, CA 95633
SCOPE: BOCC Irl 0M
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: Antica,Bond,Classic,Craftsman Shake,Royal and Tudor Stone Coated 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 consists of pages 1 through 11.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.: 16-0208.09
MM11=eCA03QN r Expiration Date: 08/25/21
Approval Date: 08/25/16
Page 1 of 11
ROOFING SYSTEM APPROVAL:
Category: Roofing
Sub-Category: Non-Structural Metal Roofing
Material: Steel
Deck Type: Wood
Maximum Design Pressure(MDP): See Assembly Systems Reference Table
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product Dimensions Test Product
Specifications Description
Length: 50.8"
Width: 17.0"
Antica Thickness: 26 GA,min 0.021" TAS 100 Stone Coated Metal Panels
Min.Yield Strength: 41 KSI
Length: 52.2"
Width: 16.7"
Bond Thickness: 26 GA,min 0.021" TAS 100 Stone Coated Metal Panels
Min.Yield Strength: 41 KSI
Length: 52.2"
Width: 16.5"
Classic Thickness: 26 GA,min. 0.021" TAS 100 Stone Coated Metal Panels
Min.Yield Strength: 41 KSI
Length: 52.6"
Width: 16.2"
Craftsman Shake Thickness: 26 GA,min. 0.021" TAS 100 Stone Coated Metal Panels
Min.Yield Strength: 41 KSI
Length: 52.6"
Width: 16.5"
Royal Thickness: 26 GA,min. 0.021" TAS 100 Stone Coated Metal Panels
Min.Yield Strength: 41 KSI
Length: 52.6"
Width: 16.5"
Tudor Thickness: 26 GA,min. 0.021" TAS 100 Stone Coated Metal Panels
Min. Yield Strength: 41 KSI
Width=Varies
Trim Pieces Length=Varies TAS 100 Standard flashing and trim pieces
Thickness=0.021" min.
MANUFACTURING LOCATION:
1. Auckland,New Zealand
_ NOA No.: 16-0208.09
t�ar�►'nan6cauNrr Expiration Date: 08/25/21
Approval Date: 08/25/16
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
PRI Construction Materials TLCR-007-02-01 ASTM G 155 08/12/16
Technologies TLCR-008-02-01 ASTM B 117 11/11/15
TLCR-009-02-01 TAS 125 09/08/15
TLCR-002-02-01 TAS 125 09/08/15
TLCR-005-02-01 TAS 100 03/06/15
TLCR-005-02-01 TAS 100 09/08/15
TLCR-010-02-01 TAS 125 09/08/15
UL UL SR 2909286.748415 ANSUUL 790 06/11/15
NOA No.:16-0208.09
KMrhRMbf Ci3UNTY Expiration Date: 08/25/21
Approval Date: 08/25/16
Page 3 of 11
System A: Antica, Bond, Classic, Craftsman Shake, Royal and Tudor Stone Coated Tile
(installed on wood battens)
Deck Type: Wood,Non-insulated.
Deck Description: New Construction 19/32" or greater plywood or wood plank, or Re-roof 15/32' or greater
plywood or wood plank.
Slope Range: 3:12 or greater
Maximum Uplift
Pressure: See Fastening Options Below
Deck Attachment: In accordance with applicable Building Code,but in no case shall it be less than 8d annular
ring shank nails spaced 6" o.c. In reroofing,where the deck is less than19/32" thick
(minimum 15/32"), the above attachment method must be in addition to existing attachment.
Underlayment: Minimum underlaylnent shall be an ASTM D 226 Type II installed with a minimum 4"
side-lap and 6" end-laps. Underlayment shall be fastened with corrosion resistant tin-caps
and 12 gauge 1 1/4" annular ring shank nails, spaced 6" o.c. at all laps and two staggered
rows 12" o.c.in the field of the roll or any Miami-Dade County Product Control Approved
underlayment having a current NOA.
Fire Barrier Board: Any approved fire barrier having a current NOA.Refer to a current fire directory listing
for fire ratings of this roofing system assembly as well as the location of the fire barrier
within the assembly. See Limitation#1.
Battens Install 2 x 2 wood battens over underlayment, running perpendicular to roof slope, under
Field Condition: each head lap at approximately 14-1/2" o.c. with one (1) #9 x 3 1/4" torx, bugle head
corrosion resistant wood screws installed 24" o.c.into joist intersections.
Battens Perimeter and Install 2 x 2 wood battens over underlayment, running perpendicular to roof slope, under
Corner Condition: each head lap at approximately 14-1/2" o.c. with two (2) #9 x 3 1/4" torx, bugle head
corrosion resistant wood screws installed 24" o.c.into joist intersections.
Valleys: Full width Miami-Dade Approved self-adhered ASTM D1970 underlayment shall be
applied as a valley liner. Valle construction shall be in compliance with Roofing
Y P g
Application Standard RAS 133 and with Tilcor North America current published
installation instructions.
� e cau NOA No.: 16-0208.09
au�� Expiration Date: 08/25/21
Approval Date: 08/25/16
Page 4 of 11
Metal Panels and Install the Tilcor North America panels and accessories in compliance with the current
Accessories: installation instructions published by Tilcor North America Flashings,penetrations, valley
construction and other details shall be constructed in compliance with the minimum
requirements provided in Roofing Application Standard RAS 133.
Field Condition: Panels shall be fastened to battens with a minimum four(4) corrosion resistant 8d(0.131 x
2 %") ring shank nails per panel. Fasteners are located into the panel nose through the
head lap of the preceding course and into batten; fasteners are placed 1" from panel ends
and 17" o.c. in between. Panels are installed with a 14-1/2" exposure and adjacent panel
overlap.
Maximum Design
Pressure for Field
Condition: -71.25 PSF(See General Limitation#2)
Perimeter and Panels shall be fastened to battens with a minimum seven (7) corrosion resistant 8d (0.131
Corner Condition: x 2 %") ring shank nails per panel. Fasteners are located into the panel nose through the
head lap of the preceding course and into batten; fasteners are placed 1" from panel ends
and 8-1/2" o.c. in between. Panels are installed with a 14-1/2" exposure and adjacent panel
overlap. See Details herein.
Maximum Design
Pressure for Perimeter
And Corner Condition: -135 PSF(See General Limitation#2)
NOA No.: 16-0208.09
rtne eauruTr Expiration Date: 08/25/21
- -- - Approval Date: 08/25/16
Page 5 of 11
System B: Antica, Bond, Classic, Craftsman Shake, Royal and Tudor Stone Coated Tile
(Stitched Screw Fastened)
Deck Type: Wood,Non-insulated.
Deck Description: New Construction 19/32" or greater plywood or wood plank, or Re-roof '5/32" or greater
plywood or wood plank.
Slope Range: 3:12 or greater
Maximum Uplift
Pressure: See Fastening Options Below
Deck Attachment: In accordance with applicable Building Code,but in no case shall it be less than 8d annular
ring shank nails spaced 6"o.c. In reroofing,where the deck is less than19/32"thick
(minimum 15/32"), the above attachment method must be in addition to existing attachment.
Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4"
side-lap and 6" end-laps. Underlayment shall be fastened with corrosion resistant tin-caps
and t2 gauge 1 1/4' annular ring shank nails, spaced 6" o.c. at all laps and two staggered
rows 12" o.c.in the field of the roll or any Miami-Dade County Product Control Approved
underlayment having a current NOA.
Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing
for fire ratings of this roofing system assembly as well as the location of the fire barrier
within the assembly. See Limitation#1.
Valleys: Full width Miami-Dade Approved self-adhered ASTM D1970 underlayment shall be
applied as a valley liner. Valley construction shall be in compliance with Roofing
Application Standard RAS 133 and with Tilcor North America current published
installation instructions.
Metal Panels and Install the Tilcor North America panels and accessories in compliance with the current
Accessories: installation instructions published by Tilcor North America Flashings, penetrations, valley
construction and other details shall be constructed in compliance with the minimum
requirements provided in Roofing Application Standard RAS 133.
Field Condition: Deck Attachment shall be with a minimum four(4) corrosion resistant#12-8 x 1 1/4"hex
washer head screws per panel, fasteners installed in the head lap area at factory-cut tabs;
fasteners are spaced 4" from panel ends and 15" o.c. in between.
Stitch Attachment shall be with a minimum four (4) corrosion resistant #9-16 x 1 1/2"
hex washer head screws per panel, fasteners installed in the nose of tile approximately 1"
from panel ends and 17" o.c. in between.
Panels are installed with a 14-1/2" exposure and adjacent panel overlap.
MDP for Field
Condition: -63.75 PSF(See General Limitation#2)
Perimeter and Deck Attachment shall be with a minimum seven (7) corrosion resistant #12-8 x 1 1/4"
Corner Condition: hex washer head screws per panel, fasteners installed in the head lap area at factory-cut
tabs; fasteners are spaced 4" from panel ends and 7.5" o.c. in between.
Stitch Attachment shall be with a minimum seven (7) corrosion resistant#9-16 x 1 1/2"
hex washer head screws per panel, fasteners installed in the nose of tile approximately 1"
from panel ends and 8-1/2" o.c.in between.
Panels are installed with a 14-1/2" exposure and adjacent panel overlap.
MDP for Perimeter
And Corner Condition: -97.5 PSF(See General Limitation 42)
NOA No.: 16-0208.09
t9a�M��tSDEClZUNTY Expiration Date: 08/25/21
- —— Approval Date: 08/25/16
Page 6 of 11
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. The maximum designed pressure listed herein 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).
3. All panels shall be permanently labeled with the manufacturer's name and/or logo, city and state of
manufacturing facility,and the following statement: "Miami-Dade County Product Control Approved"or with
the Miami-Dade County Product Control Seal as seen below. All clips (if applicable) shall be permanently
labeled with the manufacturer's name and/or logo,and/or model.
MIAMI•DADE COUNTY
4. 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.
5. Any modifications to this Notice of Acceptance shall void such approval.
NOA No.: 16-0208.09
ftoll[=ECQUNlrf Expiration Date: 08/25/21
---- — Approval Date: 08/25/16
Page 7 of 11
etails
Anti ' e
52.4" 0.1"
Ln
bo
i+y t i
I
Cover 48,0" i
Bond Tile
52.2"
-
U)
� I
u
Cover 49.8" i r
0.911
NOA No.: 16-0208.09
AUNTY Expiration Date: 08/25/21
r�esw�t - - - Approval Date: 08/25/16
page 8 of 11
Details
Classic Tile
52.2" 1.011
to
r-
ID
Cover 49.7" t t
_. -- 0.9"
Craftsman Shake Tile
52.6"
00
E
!� �'�t� ,� '�t� � � z t�t ,� r d,��� ,��; ��i 1 r�� '''P� �I •�l ��' f' . F:} �a t at E� �I�'1 i r
r Cover 49.6" /�
0.911
NOA No.:16-0208.09
Naar�iecauNrf Expiration Date: 08/25/21
- Approval Date: 08/25/16
Page 9 of 11
Details
Royal Tile
52-6" 0,75'1 _
in
i
in
Cover 49,6' t
0.75
Tudor Stone Tiles
52.4"
Ln
L
Q
U
Cover 49.8" r
- 0.91,
r �
NOA No.: 16-0208.09
N�4M4®faDBC�UPIT1' Expiration Date: 08/25/21
�� -- Approval Date: 08/25/16
Page 10 of 11
Fastening Details
r
#9-16 x 1/2" HWH Screw
securing panel to battens
�`---- ----_ One or Two##9 x 3-1/4" tori, bugle
head screw installed 24 o.c. into joist
l
Batten Detail
(Refer to Assembly A for fastener spacing/location)
Stitch Attachment Deck Attachment.
#9-16 x 1-1/2" HWH screws #12-8 x 1-1/4" HWH screws
titch Fastened Detail
(Refer to Assei 1 B for fastener spaci cation),
END OF THIS ACCEPTANCE
NOA No.: 16-0208.09
MIAMI DACE iCUUMTY Expiration Date: 08/25/21
WMIMMW� Approval Date: 08/25/16
Page 11 of 11