HomeMy WebLinkAboutProduct Approval (2) MIAMI. ADE MIAMI-DADE COUNTY
e PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Boral Roofing LLC
7575 Irvine Center Dr. #100,
Irvine, California 92618
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: BORAL STEEL Stone Coated Roofing: PINE-CREST Shake,PACIFIC Tile,BARREL-
VAULT Tile, COTTAGE Shingle,GRANITE-RIDGE Shingle
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 12.
The submitted documentation was reviewed by Freddy Semino
NOA No.: 18-0912.07
MIAMIMADECOUNTY Expiration Date: 05/09/24
"'• ' Approval Date:05/09/19
Page 1 of 12
�lr
ROOFING ASSEMBLY APPROVAL:
Category: Roofing
Sub-Category: Non-Structural Metal Roofing
Material: Steel
Deck Type: Wood
Maximum Design.Pressure See specific profile below.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product Dimensions Test Product
Specifications Description
COTTAGE;Shingle L=51" TAS 110 Corrosion resistant,galvalume,
W= 14" preformed, stone coated,prefinished,
T=min.26ga. metal panels.
yield strength 44.2-ksi
PINE-CREST Shake L=52" TAS 110 Corrosion resistant, galvalume,
W=16" preformed,stone coated,prefinished,
T=min.26ga. metal panels.
yield strength 44.2-ksi
PACIFIC Tile L,=52" TAS 110 Corrosion resistant, galvalume,
W= 16" preformed, stone coated,prefinished,
T=min. 26ga. metal panels.
yield strength 44.2-ksi
BARREL-VAULT L=45-1/8" TAS 110 Corrosion resistant,galvalume,
Tile W= 15 5/8" preformed, stone coated,prefinished,
T=min. 26ga. metal panels.
yield'strength:45.6-ksi
GRANITE-RIDGE L=46 1/16" TAS 110 Corrosion resistant,galvalume,
Shingle W, 15 5/8" preformed, stone coated,prefinished,
T=min.26ga. metal panels.
yield strength:45.9-ksi
Trim Pieces 1=varies TAS 110 Standard flashing and trim pieces.
w=varies Manufactured for each panel.
T=min. (26-ga.)
MANUFACTURING LOCATION:
1. Oceanside,CA.
NOA No.: 18-0912.07
MIAMbDADEcoUNTY Expiration Date: 05/09/24
"'• ' Approval Date: 05/09/19
Page 2 of 12
j I
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
PRI Construction Materials BORR-007-02-01 TAS 110/ASTM B 117 08/07/18
Technologies BORR-007-02-01A ASTM G 155 /TAS 110 08/07/18
BORR-009-02-01C TAS 100 03/20/18
BORR-009-02-01D TAS 125/UL 580 03/20/18
BORR-009-02-OIE TAS 125/UL 580 03/20/18
BORR-009-02-OIF ASTM E 8 03/20/18
BORR-009-02-01G TAS 100 03/20/18
GRT-010-02-01 TAS 100 03/16/12
GRT-015-02-02 TAS 125 03/22/13
GRT-026-02-01 TAS 125 12/11/15
GRT-022-02-01 TAS 100 02/27/15
NOA No.: 18-0912.07
MAWDAMCOUNTY Expiration Date: 05/09/24
"'• • Approval Date: 05/09/19
Page 3 of 12
APPROVED ASSEMBLIES:.
System A: PINE-CREST Shake,PACIFC Tile,BARREL-VAULT Tile,COTTAGE
Shingle(WITH 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: 4": 12" or greater
Maximum Uplift -150(See Below)
Pressure:
Deck Attachment: In accordance with Applicable Building Code,but in no case shall it be less than#8d x 2-1/2"
long ring-shank nails spaced 6"o.c. In reroofing,where the deck is less than 19/32"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-
laps and 6"end-laps. Underlayment shall be fastened with corrosion resistant tin-caps and 11/4"
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: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and
with Boral Roofing LLC/Boral Steel Stone coated Roofing current published installation
instructions.2"x 2"wood battens installed under outer flange of valley installed with#8-11x3"
bugle head deck screw @16"o.c.#10-14 x2 in HWH with T17 tip fastener on each side of
valley metal 18in through metal into batten.
Battens: Install nominal 2" x 2" SYP wood battens over underlayment at a maximum spacing of 14-%2"
using minimum of one (1) #8-11 x 3" bugle head wood screw at each batten/joist intersection
(12"o.c.).
Metal Panels and Install the panel and accessories in compliance with Boral Roofing LLC current, published
Accessories: installation instructions and details. Flashing,penetrations,valley construction and other details
shall be constructed in compliance with the minimum requirements provided Roofing
Application Standards RAS 133.
Field Condition: Fasten panels through nose of the panel and the vertical leg at the head lap to the battens with
#10-16 x 2" HWH wood screws. Use five (5) screws per panel spacing between 8.5" and
12"o.c.through the vertical leg at the head lap beginning at the center of the side lap. See Detail
A for fastening patterns.
Maximum Design Pressure:-82.5 psf. (See General Limitation#2)
Perimeter and Corner Fasten panels through nose of the panel and the vertical leg at the head lap to the battens with
Condition: #10-16 x 2"HWH wood screws.Use ten(10)screws per panel spacing between 2 3/4"and 5 3/4"
o.c.through the vertical leg at the head lap beginning at the center of the side lap. See Detail A
for fastening patterns.
Maximum Design Pressure:-150 psf. (See General Limitation#2)
NOA No.: 18-0912.07
MIAMI•UADE COUNTY Expiration Date:05/09/24
"'• Approval Date: 05/09/19
Page 4 of 12
System B: PINE-CREST Shake,PACIFIC Tile,BARREL-VAULT Tile,COTTAGE Shingle
(DIRECT DECK)
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: 4": 12"or greater
Maximum Uplift -127.5(See Below)
Pressure:
Deck Attachment: In accordance with Applicable Building Code,but in no case shall it be less than#8d x 2-1/2"
long ring-shank nails spaced 6"o.c.In reroofing,where the deck is less than 19/32"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-
laps and 6"end-laps. Underlayment shall be fastened with corrosion resistant tin-caps and 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: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and
with Boral Roofing LLC/Boral Steel Stone coated Roofing current published installation
instructions.
Metal Panels and Install the panel and accessories in compliance with Boral Roofing LLC/Boral Steel Stone
Accessories: coated Roofing current published installation instructions and details.Flashing,penetrations,
valley,rake construction and other details shall be constructed in compliance with the minimum
requirements provided Roofing Application Standards RAS 133.
Field Condition: Fasten the panel with eight (8) #10-16, 2-1/2" long, HWH wood screws. Use four (4) screws
spaced approximately 13" o.c. through the vertical leg at the headlap of the panel beginning at
the center of the side lap and use four (4) spaced approximately 12-3/8" o.c. through the
horizontal leg at the back of each panel beginning at the side lap. See Detail B for fastening
patterns.
Maximum Design Pressure:-52.5psf. (See General Limitation#2)
Perimeter and Corner Fasten the panel with sixteen (16) #10-16, 2-1/2" long, HWH wood screws. Use eight (8)
Condition: screws spaced approximately 7.5" o.c. through the vertical leg at the headlap of the panel
beginning at the center of the side lap and use eight (8) spaced approximately 6-1/4" o.c.
through the horizontal leg at the back of each panel beginning at the side lap. See Detail B for
fastening patterns.
Maximum Design Pressure:-I27.5 psf. (See General Limitation#2)
NOA No.: 18-0912.07
Mai-oAne COUNTY Expiration Date: 05/09/24
'"'• ' Approval Date:05/09/19
Page 5 of 12
System C: BARREL-VAULT Tile(With Battens)—Higher HVHZ Install Option
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: -202.5 PSF. (See Below)
Deck Attachment: In accordance with applicable Building Code,but in no case shall it be less than 8d x 2 3/8"ring
shank nails spaced 6"o.c. In reroofing, where the deck is less,than 19/32"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 12 gauge
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 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: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and
with Boral Roofing LLC current published installation instructions.
Field Conditions: Install nominal 2" x 2" wood battens over underlayment at a maximum
Battens: spacing of 13-%2"and oriented perpendicular to the wood joist.Using minimum of one(1)#10 x
3-1/2" bugle head wood screw at each batten/joist intersection (24"o.c.) and one (1) #10 x 3-
1/2"bugle head,wood crew spaced 12"o.c.between joists.
Perimeter and Corner Conditions: Install nominal 2"x 2"wood battens over underlayment at
a maximum spacing of 13-%2" oriented perpendicular to the wood joist. Using minimum of one
(1) #10 x 3-1/2" bugle head wood screw at each batten/joist intersection (24"o.c.) and two (2)
#10 x 3-1/2"bugle head,wood crew spaced 8"o.c.between joists.
Metal Panels and Install the BARREL-VAULT Tile and accessories in compliance with Boral Roofing LLC
Accessories: current, published installation instructions and details. 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: Fasten panels through the vertical leg of the panel overlap and into the batten with four(4)#10-
15 x 2"HWH wood screws spaced approximately 11.25"o.c.
Maximum Design Pressure:-127.50 psf. (See General Limitation#2)
Perimeter and Corner Fasten panels through the vertical leg of the panel overlap and into the batten with eight (8)
Condition: #10-15 x 2"HWH wood screws spaced approximately 5.65"o.c.
Maximum Design Pressure:-2OZ5 psf. (See General Limitation#2)
r
NOA No.: 18-0912.07
MIAMMADE coUNMW Expiration Date: 05/09/24
"'• ' Approval Date: 05/09/19
Page 6 of 12
System D: GRANITE-RIDGE Shingle
Deck Type: Wood,Non-insulated
Deck.Description: New Construction or Re-roof 19/32" or greater plywood or wood plank or Re-roof 15/32"or
greater plywood or wood plank.
Slope Range: 4:12 or greater
Maximum Uplift The maximum allowable uplift pressure shall be-110 psf.
Pressure:
Deck Attachment: In accordance with Applicable Building Code,but in no case shall it be less than#8d x 2-1/2"
long ring-shank nails spaced 6"o.c. In reroofing,where the deck is less than 19/32"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 12:gauge 1
''/a"annular ring-shanks nails, spaced 6"o.c. at all laps and two staggered rows 12"o.c. in the field
of the roll. Or,any approved underlayment having a current NOA.
Fire Barrier: 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: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with
Boral•Roofing LLC/Boral Steel Stone coated Roofing current published installation instructions.
Metal Panels and Install the "Granite Ridge Shingles" and accessories in compliance with Boral Roofing 'LLC
Accessories: Boral Steel Stone coated Roofing current, published installation instructions and details.
Flashings, penetrations, valley, rake, .eave,construction and other details shall be constructed in
compliance with the minimum requirements provided in Roofing Application Standard RAS 133.
Field,Perimeter and Panels shall be fastened with seven (7)#9-15 x 1-1/2"in.HWH corrosion resistant wood screws
Corner Condition: along back flange fastening strip of panel spacing maximum 6"o.c. Fasteners shall penetrate
through the deck a min.as required by the F.B.C. (See Detail C).
Maximum Design Pressure:-110 psf. (See General Limitation##2)
NOA No.: 18-0912.07
MAMI•DADE couMTr Expiration Date:05/09/24
"'• • Approval Date: 05/00/19
Page 7 of 12
SYSTEM 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 comers).
3. Panels may be rolls formed in continuous lengths from eave to ridge.Maximum lengths shall be as described in
Roofing Application Standard RAS 133
4. All panels shall be;permanently labeled with the manufacturer's name and/or logo, and the following statement:
"Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen
below. All clips shall be,permanently labeled with the manufacturer's name and/or logo,and/or model.
QMI-DADE COUNTY
5. 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.
NOA No.: 18-0912.07
Muuht•nane� Expiration Date:05/09/24
P � Approval Date:05/09/19
Page 8 of 12
PROFILE DRAWINGS:
s
16 96
,52
PINE—CREST SHAxE PACIFIC TILE
51" -
COTTAGE SHINGLE BARREL—VAULT TILE
44'
461/16'
u Li U Li Li
u Li
u
ut
- Sidefapwdm.2 U16"
GRANITE—RIDGE SHINGLE
NOA No.: 18-0912.07
MIAMI•DADE022= Expiration Date: 05/09/24
"�11AYWRY1 Approval Date: 05/09/19
Page 9 of 12
DETAIL A (WITH BATTENS)
(N.T.S.)
Batten Spacing
Panel Panel
faster Wood Battens fastener Woad Battens
Roof Pane!
JF
Underlayment
Roof Deck
Pine Crest Shake-Batten Pattem 1 Pine Crest Shake-Batten Pattem 2
t +i
�16 �16'"
52" 52"
Pacific Tile-Batten Pattern 1 Pacific Tile-Batten Pattern 2
16" ` 16"
Barrel'Vault;-Batten Pattem.1 Barrel Vault=Batten Pattern-2
i3-3T2 1�#" 4rit�" .45-118"
NOA No.: 18-0912.07
t AMI-DADE COUNTY Expiration Date: 05/09/24
" • ' Approval Date: 05/09/19
Page 10 of 12
DETAIL B (DIRECT DECK)
(N.T.S.)
Panel Roof Panel Panel
Fastene
FaSCener
Uisderlayment.
Roof Deck:
Phie Crest'Shake-Direct-to-Deck Pattem I Pine Crest SFiake-E*ect-to'=Deck PatteniI
Cottad''e ShingI&-Direct-to-Deck Pattem"1 Cottage,Shingle.-:Direct-to=Deck Patterri'•2
14 51" 14"
Pacific Tile-Direct-to-Deck Pattern 1 Pacific Tile-Direct-to-Deck Pattem 2
16" 1 52" 16" _ -��►
52"
Barrel Vault=Direct-to=Deck'�Pattem 1 Barrel Vault-'Direct-to-Deck Pattem 2
N.
45-:if8
NOA No.: 18-0912.07
MAMMADE eoUNTY Expiration Date:'05/09/24
Approval Date:05/09/19
Page 11 of 12
f ;
e ' �
DETAIL C
Granite Ridcte Installation Patterns
Panel Fastener
Roof Panel
= ! Ply Sheathing
Granite Ridge-Direct-to-Deck
451116"
T T T T T T T
U Lj U u
u u U-1
END OF THIS ACCEPTANCE
NOA No.: 18-0912.07
QMMIAMIMADECOOMW Expiration Date:05/09/24
"'• ' Approval Date:05/09/19
Page 12 of 12