HomeMy WebLinkAboutFlat Roof NOA- udatedDEPARTMENT OF REGULATORY AND EC NOMI(
BOARD AND CODE ADMINISTRATION DI SION
NOTICE OF ACCEPTANCE NOA
CertainTeed Corporation (PA)
1400 Union Meeting Road
Blue Bell, PA 19422
RESOURCES (RER)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 31525-99
www.mianddade.eov/economy
SCOPE:
This NOA is being issued under the appli able rules and regulations governing the use of construction materials. The
documentation submitted has been revie d and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other ar s where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the exl
(In Miami Dade County) and/or the AHJ
or material tested for quality assurance p
manufacturer will incur the expense of si
of such product or material within their j
determined by Miami -Dade County Pr&
of the applicable building code.
This product is approved as described
including the High Velocity Hurricane
DESCRIPTION: Flintlastic SA
LABELING: Each unit shall bear a pert
statement: "Miami -Dade County Product
RENEWAL of this NOA shall be
in the applicable building code neE
;ion date stated below. The Miami -Dade County Product Control Section
areas other than Miami Dade County) reserve the right to have this product
)ses. If this product or material fails to perform in the accepted manner, the
testing and the AHJ may immediately revoke, modify, or suspend the use
diction. RER reserves the right to revoke this acceptance, if it is
Control Section that this product or material fails to meet the requirements
n, and has been designed to comply with the Florida Building Code
c of the Florida Building Code.
Systems Over Wood Decks
label with the manufacturer's name or logo, city, state and following
1 Approved", unless otherwise noted herein.
-red after a renewal application has been filed and there has been no change
affecting the performance of this product.
TERMINATION of this NOA will occafter the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the roduct or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes all automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination d removal of NOA.
ADVERTISEMENT: The NOA i
expiration date may be displayed in
in its entirety.
INSPECTION: A copy of this entire
shall be available for inspection at the
This NOA renews NOA # 10-0330.02 ai
The submitted documentation was revic
preceded by the words Miami -Dade County, Florida, and followed by the
;ing literature. If any portion of the NOA is displayed, then it shall be done
A shall be provided to the user by the manufacturer or its distributors and
site at the request of the Building Official.
consists of pages 1 through 13.
d by Alex Tigera.
NOA No.: 15-0108.03
Expiration Date: 04/13/20
Approval Date: 04/09/15
Page 1 of 13
ROOFING ASSEMBLY APPROVAL
Cateeorv: Roo mg
Sub-Cateeory: Mo feed Bitumen
Material: SB
Deck Type: Wo d
Maximum Deshm Pressure -105 psf
TRADE NAMES OF PRODUCTS M
LNUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product
Product
Dimen 'ons
Specification
Description
Flintlastic SA NailBase
66'6" x
-3/8"
ASTM D4601,
Fiberglass reinforced, SBS modified bitumen
Type II
base sheet.
Flintlastic SA Mid Ply
33'11"x
9-3/8"
ASTM D6164
Polyester and Fiberglass scrim reinforced, SBS
modified ply sheet.
p Flintlastic SA P1yBase
39'-3/8"
66'6"
ASTM D1970
A self -adhering Fiber glass mat, SBS modified
bitumen ply sheet.
;2 Flintlastic SA Cap
33'l 1" x
9-3/8"
ASTM D6164
Polyester scrim reinforced, self -adhering SBS
cap sheet.
Flintlastic SA Cap FR
33'11" x
9-3/8"
ASTM D6163
Fiberglass scrim reinforced, self -adhering fire
retardant SBS cap sheet.
Flintlastic SA Cap CoolStar
33'l I" x
9-3/8"
ASTM D6164
Polyester scrim reinforced, SBS cap sheet with
a CoolStar coating.
Flintlastic SA Cap FR
33'11" x9-3/8"
ASTM D6163
Fiberglass scrim reinforced, fire retardant SBS
CoolStar
cap sheet with a CoolStar coating.
FlintPrime Asphalt
1, 3 or 5lal
al pail
ASTM D 41
Asphalt primer.
FlintPrime SA
1, 3 or 5
pail
Proprietary
Water based, polymer modified primer.
NOA No.: 15-0108.03
Expiration Date: 04/13/20
Approval Date: 04/09/15
Page 2 of 13
APPROVED ASSEMBLIES:
Deck Type 1I: Wood, Insulate
Deck Description: Min 19/32" thick 1 lywood at max 24" spans attached 6" o.c. using 8d diameter ring shank nails.
System Type A(1): Anchor sheet m4chanically fastened, optional top layer adhered with approved adhesive
All General and System Limitations ap#ly.
One or more layers of any of the followini
Base Insulation Laver
H -Shield
Minimum 1.5" thick
Ton Insulation Laver
DensDeck
Minimum '/a" thick
insulations.
Insulation Fasteners Fastener
Table 3 Density/ft'
N/A N/A
Insulation Fasteners Fastener
Table 3 Density/ft'
N/A N/A
Note: Base insulation layer shall be I adhered with TITESET Roofing Adhesive or WeatherTite One Step
Foamable Adhesive spaced 4" o.c. Top layer of insulation shall be adhered with TITESET Roofing Adhesive or
WeatherTite One Step Foamable Adhe've spaced 6" o.c. Please refer to Roofing Application Standard RAS 117
for insulation attachment.
Anchor Sheet: One ply of All eather/ Empire Base Sheet mechanically attached as detailed below.
Fastening: Anchor sheet sh 11 be fastened with FBC HVHZ nails and tin caps spaced 8" o.c. at the 3" lap
and 8" o.c. int e, equally spaced center rows.
Primer: Apply Flint-Pri e SA to DensDeck surface at 0.3 gal/square.
Base Sheet: One or more la rs of Flintlastic SA P1yBase, self -adhered.
Membrane: One layer of FI' tlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar,
Flintlastic SA D CoolStar self -adhered.
Surfacing
Maximum Design
Pressure:
None
-52.5 psf (See (
Limitation #7.)
NOA No.: 15-0108.03
MIAMI•DADE COUNTY Expiration Date: 04/13/20
Approval Date: 04/09/15
Page 5 of 13
Deck Type 1: Wood, Non- nsulated
Deck Description: Min 19/32" thl ek plywood at max 24" spans attached 6" o.c. using #8 wood screws.
System Type E(3): Base sheet rr echanically fastened
All General and System Limitations ap ly.
Anchor Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below.
Fastening: Anchor shee shall be fastened with FBC HVHZ nails and tin caps spaced 6" o.c. at the 3"
lap and 6" o. . in three, equally spaced center rows.
Primer: None.
Base Sheet: One or more layers of Flintlastic SA P1yBase, self -adhered.
Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar,
Flintlastic S Cap CoolStar self -adhered..
Surfacing: None
Maximum Design
Pressure: - 75 psf (Sed General Limitation #7.)
Deck Type 1: Wood, Non- Insulated
Deck Description: Min 19/32" th ck plywood at max 24" spans attached 6" o.c. using #8 wood screws.
System Type E(4): Base sheet n iechanically fastened.
All General and System Limitations apply.
Anchor Sheet: One or morc layers of Flintlastic SA NailBase, mechanically attached as described below.
Fastening:
Primer:
Base Sheet:
Membrane:
Maximum Design
Pressure:
APPROVED
Anchor shec t 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.
None
One or mor layers of Flintlastic SA PlyBase, self -adhered
One layer o Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar,/
Flintlastic S Cap CoolStar self -adhered
None
- 105 psf (Sfe General Limitation #7.)
NOA No.: 15-0108.03
Expiration Date: 04/13/20
Approval Date: 04/09/15
Page 11 of 13
WOOD DECK SYSTEM LIMITA
A slip sheet is required with Ply 4
GENERAL LIMITATIONS:
2.
4.
6.
/A
8.
10
Fire classification is not part of this
ratings of this product.
Insulation may be installed in multipl
Approval guidelines. All other layer
EVT range and at a rate of 20-40 lbs.,
All standard panel sizes are acceptal
shall be 4'x 4' maximum.
An overlay and/or recovery board in;
when the base sheet is fully moppc
mopping with approved asphalt, 12"
each sidelap and one down the center
is not acceptable. A 6" break sha
application of either system shall be
Note: Spot attached systems shall 1
Fastener spacing for insulation attach
tested in compliance with Testing Ap
275 lbf. insulation attachment shall n,
Fastener spacing for mechanical attac
fastener resistance value in conjuncts(
fastener resistance be less than that rc
prepared, signed and sealed by a Flor
Consultant may be submitted. Said r
Testing Application Standards TAS 1
117.
Perimeter and comer areas shall con
densities shall be increased for both i
Standard RAS 117. Calculations p
Registered Architect, or Registered
NOA, General Limitation #9 will n
All attachment and sizing of perimett
Roofing Application Standard RAS 1
The maximum designed pressure lim
perimeters, and corners). Neither rati,
enhanced pressure zones (i.e. perimel
referred within this NOA, General
All products listed herein shall have
Rule 61G20-3 of the Florida AdminV
S:
Ply 6 when used as a mechanically fastened base or anchor sheet.
refer to a current Approved Roofing Materials Directory for fire
layers. The first layer shall be attached in compliance with Product Control
shall be adhered in a full mopping of approved asphalt applied within the
>q., or mechanically attached using the fastening pattern of the top layer
e for mechanical attachment. When applied in approved asphalt, panel size
ulation panel is required on all applications over closed cell foam insulations
1. If no recovery board is used the base sheet shall be applied using spot
diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
of the sheet allowing a continuous area of ventilation. Encircling of the strips
I be placed every 12' in each ribbon to allow cross ventilation. Asphalt
I a minimum rate of 121bs./sq.
e limited to a maximum design pressure of -45 psf.
nent is based on a Minimum Characteristic Force (F') value of 275 lbf., as
plication Standard TAS 105. If the fastener value, as field-tested, are below
t be acceptable.
iment of anchor/base sheet or membrane attachment is based on a minimum
n with the maximum design value listed within a specific system. Should the
luired, as determined by the Building Official, a revised fastener spacing,
da registered Professional Engineer, Registered Architect, or Registered Roof
vised fastener spacing shall utilize the withdrawal resistance value taken from
)5 and calculations in compliance with Roofing Application Standard RAS
ply with the enhanced uplift pressure requirements of these areas. Fastener
sulation and base sheet as calculated in compliance with Roofing Application
;pared, signed and sealed by a Florida registered Professional Engineer,
.00f Consultant (When this limitation is specifically referred within this
t be applicable.)
nailers, metal profile, and/or flashing termination designs shall conform with
1 and applicable wind load requirements.
ation listed shall be applicable to all roof pressure zones (i.e. field,
nal analysis, nor extrapolation shall be permitted for enhanced fastening at
rs, extended corners and corners). (When this limitation is specifically
imitation #7 will not be applicable.)
quality assurance audit in accordance with the Florida Building Code and
rative Code.
OF THIS ACCEPTANCE
NOA No.: 15-0108.03
MAMMADE COUNTY Expiration Date: 04/13/20
Approval Date: 04/09/15
Page 13 of 13