HomeMy WebLinkAboutTri-Built SA Base NOA 20.041416MIAMI-DADS >> K 7 �
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Beacon Sales Acquisition, Inc.
505 Huntmar Park Road
Herndon, VA 20170
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
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: Tri-Built SA Modified Bitumen Roofing Systems Over Wood Decks
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 13.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 20-0414.16
M►AMi-oADF COUNTY Expiration Date: 04/13/25
Approval Date: 06/11/20
Page 1 of 13
ROOFING ASSEMBLY APPROVAL
Category:
Roofing
Sub -Category:
Modified Bitumen
Material:
SBS
Deck Tvpe:
Wood
Maximum Design Pressure
-127.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
TRI-BUILT SA Nailbase
TRI-BUILT SA Plybase
TRI_BUILT FG Base
Sheet 3SQ
TRI-BUILT SA Cap
Dimensions
39 3/8" x 66'6' ; Roll
weight: 82 lbs.
(2 squares)
39 3/8" x 66'6"; Roll
weight: 86 lbs.
(2 squares)
39 3/S" x 98'9"; Roll
weight: 75 lbs.
(3 squares)
39 3/s" x 32' 11"; Roll
weight: 95 lbs.
(1 square)
APPROVED INSULATIONS:
Product
ACFoam-II
ENRGY 3
H-Shield
Multi -Max FA-3
DensDeck Roof Board
DensDeck Prime Roof Board
SECUROCK Gypsum -Fiber Roof
Board
Spec Description
ASTM D 4601, Type Fiberglass reinforced, SBS modified
II bitumen base sheet.
ASTM D4601,
Type II
ASTM D 4601 Type
II
UL Type G2
ASTM D 6164,
Grade G, Type I
TABLE 2
Product Description
Polyisocyanurate insulation
Polyisocyanurate insulation
Polyisocyanurate insulation
Polyisocyanurate insulation
Gypsum coverboard
Gypsum coverboard
homogenous fiber reinforced
Self -adhering, fiberglass reinforced, SBS
modified bitumen base/ply sheet.
Asphalt coated, fiberglass base sheet.
Self -adhering, polyester reinforced, SBS
modified bitumen cap sheet.
Manufacturer
(with current NOA)
Atlas Roofing Corp.
Johns Manville Corp.
Hunter Panels, a div. of Carlisle Const.
Materials
Rmax Operating, LLC.
Georgia Pacific Gypsum LLC.
Georgia Pacific Gypsum LLC.
USG Corp.
NOA No.: 20-0414.16
CMIAMI�-DADE COUNTY Expiration Date. 04/13/25
Approval Date: 06/11/20
Page 2 of 13
APPROVED FASTENERS:
Fastener
Number
1.
2.
3.
4.
5.
6.
7.
8.
9.
10
11
Product Name
Dekfast DF-# 14-PH3
Trufast #14 HD Fastener
#14 Roogrip
OMG Heavy Duty
Dekfast DF412-PH3
# 12 Standard Roofgrip
3 in. Round Metal Plate
Trufast #12 DP Fastener
Dekfast PLT-H-2-7/8
Flat Bottom Metal Plate
Trufast 3" Metal Insulation
Plate
ICP Adhesive CR-20
Millennium One Step
Foamable Adhesive
OMG OlyBond 500
Adhesive
OMG OlyBond 500 Green
Adhesive
Pliodeck Insulation
Adhesive
Insta Stik Quik Set
Insulation Adhesive
TABLE 3
Product Description
Roofing screw
Roofing screw
Roofing screw
Roofing screw
Roofing screw
Insulation fastener
3" round galvalume AZ50
steel plate
Roofing screw
hexagonal steel plate
3" square steel plate
3" round steel plate
Polyurethane two component
low rise insulation adhesive
Polyurethane two component
high rise insulation adhesive
Spray polyurethane foam
insulation adhesive
Spray polyurethane foam
insulation adhesive
Polyurethane one component
low VOC adhesive system
Polyurethane one component
moisture curing adhesive
Manufacturer
(with current NOA)
SFS Group USA, Inc.
Altenloh, Brinck & Co. U.S., Inc.
OMG, Inc.
OMG, Inc.
SFS Group USA, Inc.
OMG, Inc.
OMG, Inc.
Altenloh, Brinck & Co. U.S., Inc.
SFS Group USA, Inc.
OMG, Inc.
Altenloh, Brinck & Co. U.S., Inc.
ICP Adhesives and Sealants, Inc.
H.B. Fuller Company
OMG, Inc.
OMG, Inc.
Ashland, Inc.
The Dow Chemical Company
MinMi.anoE coun�rr NOA No.: 20-0414.16
- Expiration Date: 04/13/25
Approval Date: 06/11/20
Page 3 of 13
APPROVED SURFACING/COATING OPTIONS:
TABLE 4
Chosen components must be applied according to manufacturer's application instructions. Any coating, listed
below, used as a surfacing, must be listed within a current NOA.
system Manufacturer Application
Number
l . Generic Gravel applied at 4001bs/sq., adhered with flood coat of asphalt at 60
lbs/sq.
2. Generic Slag applied at 3001bs/sq., adhered with flood coat of asphalt at 60
lbs/sq.
3. Karnak Corp. Karnak (#97 AF) Fibrated Aluminum Roof Coating applied at an
application rate of 1.5 gal/sq.
4. Gardner Asphalt Corp. APOC #212 Fibered Aluminum Roof Coating applied at an
application rate of 1.5 gal/sq.
5. Gardner Asphalt Corp. APOC #400 Sunbrite applied at an application rate of 3 gal./sq.
NOA No.: 20-0414.16
C1M41AM1-D3ACD1rM-=C0=1UNW`,,,��Expiration Date: 04/13/25
Approval Date: 06/11/20
Page 4 of 13
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Description
Date
Underwriters Laboratories
R11656
UL790
Annually
Factory Mutual Research
2DSA9.AM
FM 4450
06/22/99
3008869
FM 4470
03/19/01
3009610
FM 4450
10/15/Ol
3012321
FM 4450
07/29/02
3014692
FM 4450
08/05/03
3014751
FM 4450
08/12/03
3025766
FM 4470
11/13/06
3037127
FM 4470
01/11/10
3039046
FM 4470
06/15/10
3048520
FM 4470
09/19/13
Trinity ERD
3518.12.03
TAS 114-F/G/I
12/01/03
3521.07.04
TAS 114-J & TAS 117(B)
07/28/04
3522.07.04
TAS 114-D
07/28/04
C8500SC.11.07-R1
ASTM D 6862/TAS 117(B)
08/07/09
C8370.08.08-R1
TAS 114-H/J & TAS 117(13)
10/05/09
C30310.12.09
TAS 114 / TAS 117
12/17/09
C30560.06.10
TAS 114 / TAS 117
06/10/10
C32830.07.10
FM 4470 / TAS 114
07/20/10
C35500.02.11
TAS 117(B)
02/09/11
3513.08.02-R1
TAS 114 / TAS 117
Of17/11
C3519.12.03-R1
TAS 114-D/J & TAS 117(B)
04/15/11
C35460.05.11
ASTM D1876
06/16/11
03515.07.03-1-R1
TAS 1144 & TAS 117(B)
06/27/12
C42110.08.12
TAS 114 & TAS 117
08/13/12
C44580.07.13
ASTM D 1876,
07/25/13
TAS 114, FM 4474
C45620.03.14
ASTM D1876, TAS 114 (H),
03/27/14
FM 4474
C47350.50.14
FM 4470
05/22/14
NOA No.: 20-0414.16
CIM11AIM11-DADIECOUNTY Expiration Date: 04/13/25
�� Approval Date: 06/11/20
Page; of 13
APPROVED ASSEMBLIES
Membrane Type: SBS MODIFIED, SELF -ADHERING
Deck Type 1: Wood, Non -Insulated
Deck Description: Deck 1: Min. 19/32" thick plywood attached using approved #8 wood screws spaced 6"
o.c. at wood joists spaced max. 24" o.c.
Deck 2: Minimum 19/32" thick plywood attached using approved nails spaced 4" o.c. at
wood joists spaced maximum 24" o. c
System Type E(1): Base sheet mechanically fastened
All General and System Limitations apply.
Separation Sheet: One or more layers of TRI-BUILT FG Base Sheet 3SQ, loose laid.
(Optional)
Anchor/Base Sheet: One or more layers of TRI-BUILT SA Nailbase, mechanically attached as described
below.
Fastening: Anchor sheet shall be fastened with FBC HV1IZ nails and tin caps spaced 8" o.c. at the
4" lap and 8" o.c. in three, equally spaced center rows.
Ply Sheet: One or more layers of TRI-BUILT SA Plybase, self -adhered.
(Optional)
Membrane: One layer of TRI-BUILT SA Cap, self -adhered.
Surfacing: Any of the approved surfacing/coating options listed in Table 4.
(Optional)
Maximum Design For Deck l: -52.5 psf (See General Limitation 97.)
Pressure: For Deck 2: -60.0 psf (See General Limitation #7.)
NOA No.: 20-0414.16
MIAMI•DADE COUNTY Expiration Date: 04/13/25
�ZamApproval Date: 06/11/20
Page 6 of 13
Membrane Type: SBS MODIFIED, SELF -ADHERING
Deck Type 1: Wood, Non -insulated
Deck Description: Minimum 19/32" thick plywood attached using 8d ring shank nails spaced 6"o.c. at wood joists
spaced maximum 24" o.c.
System Type E(2): Base sheet mechanically fastened.
All General and System Limitations apply.
Separation Sheet: One ply of TRI-BUILT FG Base Sheet 3 SQ, loose laid.
(Optional)
Base Sheet: One or more layers of TRI-BUILT SA Nailbase, mechanically attached as described below.
Fastening: Fastened with FBC HV14Z nails and tin caps spaced 6" o.c. at the 3" lap and 6" o.c. in four,
equally spaced staggered center rows.
Ply Sheet: One or more layers of TRI-BUILT SA Plybase, self -adhered.
(Optional)
Membrane: One layer of TRI-BUILT SA Cap, self -adhered.
Surfacing: Any of the approved surfacing/coating options listed in Table 4
(Optional)
Maximum Design -52.5 psf (See General Limitation #7.)
Pressure:
NOA No.: 20-0414.16
CM11AM1-DMADEC=0UNTY Expiration Date: 04/13/25
Approval Date: 06/11/20
Page 7 of 13
Membrane Type: SBS MODIFIED, SELF -ADHERING
Deck Type 1: Wood, Non -Insulated
Deck Description: Min 19/32" thick plywood at max 24" spans attached 6" o.c. using #8 wood screws.
System Type E(3): Base sheet mechanically fastened
All General and System Limitations apply.
Anchor/Base Sheet: One or more layers of TRI-BUELT SA Nailbase, mechanically attached as described
below.
Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 6" o.c. at the 3"
lap and 6" o.c. in three, equally spaced center rows.
Ply Sheet: One or more layers of TRI-BUILT SA Plybase, self -adhered.
Membrane: One layer of TRI-BUILT SA Cap, self -adhered.
Surfacing: Any of the approved surfacing/coating options listed in Table 4
(Optional)
Maximum Design
Pressure: - 75 psf (See General Limitation #7.)
NOA No.: 20-0414.16
Expiration Date: 04/13/25
Approval Date, 06/11/20
Page 8 of 13
Membrane Type: SBS MODIFIED, SELF -ADHERING
Deck Type 1: Wood, Non -Insulated
Deck Description: Min 19/32" thick plywood at max 24' spans attached 6" o.c. using #8 wood screws.
System Type E(4): Base sheet mechanically fastened
All General and System Limitations apply.
Anchor/]Base Sheet: One or more layers of TRI-BUILT SA Nailbase, mechanically attached as described
below.
Fastening: Anchor sheet shall be fastened with OMG #12 Standard Roofgrip with OMG 3 in. Round
Metal Plates spaced 8" o.c. at the 3" lap and 8 o.c. in two, equally spaced center rows.
Primer: Apply ASTM D41 primer to stress plates.
Ply Sheet: One or more layers of TRI-BUILT SA Plybase, self -adhered.
(Optional)
Membrane: One layer of TRI-BUILT SA Cap, self -adhered.
Surfacing: Any of the approved surfacing/coating options listed in Table 4.
(Optional)
Maximum Design
Pressure: - 82.5 psf (See General Limitation #7.)
NOA No.: 20-0414.16
CMIAMIRDMECRUMNTY Expiration Date: 04/13/Z5
t Approval Date: 06/11/20
Page 9 of 13
Membrane Type: SBS MODIFIED, SELF -ADHERING
Deck Type 1: Wood, Non -insulated
Deck Description: Minimum 19/32" thick plywood attached using #10 wood screws spaced 6"o.c. at wood joists
spaced maximum 24" o.c.
System Type E(5): Base sheet mechanically fastened.
All General and System Limitations apply.
Separation Sheet: One ply of TRI-BUILT FG Base Sheet 3SQ, loose laid.
(Optional)
Base Sheet: One or more layers of TRI-BUILT SA Nailbase, mechanically attached as described below.
Fastening: OMG 3 in. Round Metal Plates with OMG #14 Heavy Duty fasteners or TruFast 3" Metal
Insulation Plate with TruFast #12 DP or TruFast #14 HD Fasteners spaced 6" o.c. at the 4" lap
and 6" o.c. in three, equally spaced staggered center rows.
Ply Sheet: One or more layers of TRI-BUILT SA Plybase, self -adhered.
(Optional)
Membrane: One layer of TRI-BUILT SA Cap, self -adhered.
Surfacing: Any of the approved surfacing/coating options listed in Table 4
(Optional)
Maximum Design
Pressure: -97.5 ps£ (See General Limitation #7)
NOA No.: 20-0414.16
Expiration Date: 04/13/25
Approval Date: 06/11/20
Page 10 of 13
Membrane Type: SBS MODIFIED, SELF -ADHERING
Deck Type 1: Wood, Non -Insulated
Deck Description: Min 19/32" thick plywood at max 24" spans attached 6" o.c. using #8 wood screws.
System Type E(6): Base sheet mechanically fastened
All General and System Limitations apply.
Anchor/Base Sheet: One or more layers of TRI-BUILT SA Nailbase, mechanically attached as described
below.
Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 4" o.c. at the 3"
lap and 4" o.c. in four, equally spaced center rows for a total of five rows.
Ply Sheet: One or more layers of TRI-BUILT SA Plybase, self -adhered.
Membrane: One layer of TRI-BUILT SA Cap, self -adhered.
Surfacing: Any of the approved surfacing/coating options listed in Table 4.
(Optional)
Maximum Design
Pressure: - 105 psf (See General Limitation #7.)
NOA No.: 20-0414.16
Expiration Date: 04/13/25
Approval Date: 06/11/20
Page 11 of 13
Membrane Type: SBS MODIFIED, SELF -ADHERING
Deck Type 1: Wood, Non -insulated
Deck Description: Minimum 19/32" thick plywood attached using #10 wood screws spaced 4"o.c. at wood joists
spaced maximum 24" o.c.
System Type E(7): Base sheet mechanically fastened.
All General and System Limitations apply.
Separation Sheet: One ply of TRI-BUILT FG Base Sheet 3SQ, loose laid.
(Optional)
Base Sheet: One or more layers of TRI-BUILT SA Nailbase, mechanically attached as described below.
Fastening: OMG 3 in. Round Metal Plates with OMG #14 Heavy Duty fasteners or TruFast 3" Metal
Insulation Plate with TruFast #12 DP or TruFast #14 HD Fasteners spaced 6" o.c. at the 4" lap
and 6" o.c. in four, equally spaced staggered center rows.
Ply Sheet: One or more layers of TRI-BUILT SA Plybase, self -adhered.
(Optional)
Membrane: One layer of TRI-BUILT SA Cap, self -adhered.
Surfacing: Any of the approved surfacing/coating options listed in Table 4.
(Optional)
Maximum Design
Pressure: -127.5 psf. (See General Limitation #7)
NOA No.: 20-0414.16
Expiration Date: 04/13/25
Approval Date: 06/11/20
Page 12 of 13
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. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping
with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap
and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not
acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of
either system shall be at a minimum rate of 12 lbs./sq.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lb£, as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
275 lb£ insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the
fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof
Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from
Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS
117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application
Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer,
Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this
NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with
Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed 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). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
10. 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.
END OF THIS ACCEPTANCE
NOA No.: 20-0414.16
Expiration Date: 04/13/25
Approval Date: 06/11/20
Page 13 of 13