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MIAMI•DADEJ 14IIAMI DADE COUNTY
PRODUCT CONTROL SECTION
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)31525-99
NOTICE OF ACCEPTANCE (NOA) wvvw.miamidade.aov/economv
CertainTeed Corporation
1400 Union Meeting Road,P.O.Box 1100
Blue Bell,PA 19422-0761
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: CertainTeed Modified Bitumen Roofing Systems over Wood Decks. 1N
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.
`VERMINATION 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#13-0204.03 and consists of pages 1 through 16.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 14-0224.03
MIAMI DARE COUNTY i Expiration Date: 06/19/18
Approval Date: 04/10/14
Page 1 of 16
f ,
ROOFING SYSTEM APPROVAL
Category Roofing
Sub-Category: Modified Bitumen
Material: APP/SBS
Deck Type: Wood
Maximum Design Pressure: -60 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
JAIL Weather/Empire Base 36" x 65'l 0"; ASTM D 4601 Type Asphalt coated,fiberglass reinforced
Sheet Roll weight: 86 lbs. II base sheet
(2 squares) UL Type 15
Flex-I-G1asTm Base Sheet 36"x 98'9';Roll ASTM D 4601,Type Modified Bitumen coated fiberglass
weight:90 lbs. II base sheet.
(3 squares) UL Type G2
Flex-I-GlasTM FR Base Sheet 39 3/8"x 50;Roll ASTM D 6163, Modified Bitumen coated fiberglass
weight:90 lbs. Grade S,Type I base sheet.
(1.5 squares)
Flintglas®Ply Sheet Type IV 36" x 164'7";Roll ASTM D 2178 Type Fiberglass,asphalt impregnated ply
or VI weight: 40/55 lbs. IV or VI sheet.
(5 squares) UL Type G1
Flintlastic STA 39 3/g" x 33%Roll ASTM D 6222, Smooth surfaced APP Modified
weight: 90 lbs. Grade S,Type II Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for torch
application.
Flintlastic GTA, GTA-FR 39 3/$" x 3-T3"; Roll ASTM D 6222, Granule surfaced APP Modified
weight: 105 lbs. Grade G,Type II Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for torch
application.
Flintlastic GMS, 393/8,, x 34'2";Roll ASTM D 6164, Granule surfaced SBS Modified
GMS Premium weight: 100/105 lbs. Grade G,Type II Bitumen membrane with non-woven
(1 square) polyester mat reinforcement for mop
application.
Flintlastic FR, 39 3/8" x 342";Roll ASTM D 6164, Fire resistant,granule surfaced SBS
FR-P Premium weight: l OS lbs. Grade G,Type I Modified Bitumen Membrane with
(1 square) non-woven polyester mat
reinforcement for mop application.
Flintlastic FR Cap Sheet 39 3/$"x 34'2";Roll ASTM D 6163, Fire resistant,granule surfaced SBS
weight:90 lbs. Grade G,Type I Modified Bitumen membrane with
(l square) fiberglass mat reinforcement for mop
applications.
NOA No.: 14-0224.03
MIAMI-DADECDUNTY Expiration Date: 06/19/18
31 Approval Date: 04/10/14
Page 2 of 16
Membrane Type: APP Modified
DeekType 11: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type E(1): Base sheet mechanically fastened.
All General and System Limitations apply.
Base Sheet: One ply All Weather/Empire Base Sheet, las Base or Flintglas Premium Ply Sheet(Type
VI)mechanical y attac, e as etailed ow.
Sheet: 6
mechanical aEtac ed ifiseta�iled Sheet,
Fastening: Base sheet shall be lapped 4"and fastened with 11 ga.annular ring shank nails and approved tin
caps 8"o.c-in the lap and three rows staggered in the center of the sheet 8"o.c.
Fastening:
e e t: (Optional)One ply of All Weather/Empire Base Sheet,Ultra Poly SMS,Glas Base,Flex-1 Glas
Base,Flex-I Glas FR Base or Poly SMS or one or more plie's of Flintglas Ply Sheet(Type IV)or
Flintglas Premium Ply Sheet(Type VI)adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20-40 lbs1sq-or one ply of Black Diamond Base Sheet
self-adhered or Flintlastic STA torch adhered.
Membrane: Flintlastic GTA, lintlastic GTA CoolStar,Flintlastic GTA FR or GTA-FkCoolstar torch
6aSdierid.�toase/ply sheet.
(Optional)Any coating,listed below,used as a surfacing,must be listed within a current NOA.
Sur
Install one of the following:
1. 400-1b./sq.gravel or 3100-1b./sq. slag in a flood coat of approved mopping asphalt at an
application rate of 60 lb./sq.
2. Karnak(#97 AF)Fibrated Aluminum Roof Coating,FlintCoat A-150,APOC 4212
mbrated Aluminum Roof Coating at an application rate of 1 V2 gal.Isq
Maximum Design j
Pressure: -522.5 psf.(See General Limitation 47)
NOA No.:140224.03
MIAMH ADE cautarr Expiration Date: 06119/18
Approval Date; 04/10/14
Page 12 of 16
WOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
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 side lap and one down the center of they 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 121bsJsq.
Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as
tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below
275 lbf.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 99 will not be applicable.)
8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to
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 comers).(When this limitation is specifically
referred within this NOA,General Limitation#7 will not be applieable.)
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_:14-0224.03
fH11 -MADECOUNT't Expiration Date: 06/19/18
Approval Date: 04/10/14
Page 16 of 16