HomeMy WebLinkAboutNOARECEIVED
JAN 112018
IM, ST. LtiEIC G6klt1 arm lEtfn _p DARE COU1V i
f 8, L UC PRODUCT CONTROL SECIT014"
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 2474
BOARD AND CODE ADMIINISTRATION D11M10N ' T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE
CertainTeed Corporation
18 Moores Road
Malvern, PA 19355
'IL
u-nw.miamidade-govleconom
SCOnt
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 (m areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposhs. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AAJ may immediately revoke, modify, or.
suspend the use of such product or material wiflAa 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.
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 othemise 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
719MIKATION 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 shalt be done
in its catircty.
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 revises NOA #14-0224.03 and consists of pages 1 through 42.
The submitted documentation was reviewed by Alex Tigera.
!AP'rROYED
NOA No.;14-029.02
Expiration Dale: 009118
Iltpprovai Date• t19124115
Pagel of 42
1
ROOFING SYSTEM APPROVAL
Category:
Roofing
Sub-Categrorv:
Modified Bitumen
Material:
APP/SBS
Deck Type:
Wood
Maximum Desien Pressure:
-1275 psf.
TIRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product
Product
Dimensions
Specification
Descrintion
All Weather/Empire Base
39 3/$ " x 65' 10";
ASTM D 4601, Type Asphalt coated, fiberglass reinforced
Sheet
Roll weight: 70 lbs.
II
base sheet.
(2 squares)
UL Type G2
Flexiglas Base Sheet
39 3/s" x 98'9"; Roll
ASTM D 4601, Type Modified Bitumen coated fiberglass
weight: 90 lbs.
II
base sheet.
(3 squares)
UL Type G2
Flintlastic Base 20
39 3/8" x 49' 6" Roll
ASTM D 6163,
Modified Bitumen coated fiberglass
weight: 90 Ibs.
Grade S, Type I
base sheet.
(1.5 squares)
Flintglas Ply Sheet Type IV
39 3/s" x 1647 Roll
ASTM D 2178, Type Fiberglass, asphalt impregnated ply sheet.
weight: 38 lbs.
IV
(5 squares)
UL Type GI
Flintglas Premium Ply Sheet
39 3/s" x I64'7" RoII
ASTM D 2178, Type Fiberglass, asphalt impregnated ply
Type VI
weight 401bs.
VI
sheet.
(5 squares)
UL Type Gl
Flintlastic STA
39 3/8" x 32' IV ; Roll
ASTM D 6222,
Smooth surfaced APP Modified
weight: 87 lbs..
Grade S, Type I
Bitumen membrane with non woven
(I square)
polyester mat reinforcement for torch
application.
Flintlastic GTA
39 3/s" x 32' 10' ; Roll
ASTM D 6222,
Granule surfaced APP Modified
weight 105 lbs
Grade G, Type I
Bitumen membrane with non -woven
(1 square)
polyester mat reinforcement for torch
application.
Flintlastio GTA-FR
39 3/a" x 32' 10": Roll
ASTM D 6222,
Granule surfaced APP Modified
weight: 105 lbs.
Grade G, Type I
Bitumen membrane with non -woven
(1 square) !
polyester mat reinforcement for torch
application.
Flintlastic GMS,
39 3/8" x 32' 10"; Roll
ASTM D 6164,
Granule surfaced SBS Modified
weight: 94 lbs.
Grade G, Type I
Bitumen membrane with non -woven
(I square)
polyester mat reinforcement for mop
application.
NOA No-- 14-0529.02
Expiration Date: 06/19/18
Approval Date: 99/24/15
page 2 of 42
Membrane Type:
Beek Type 1I:
APP Modified
Wood, Non -Insulated
Deck Description_ 19/3e or greater plywood or wood plank
System Type E(3): Brio ahect mechanically fastened
AD General and ftstem Uniltatlons appll.
Base Sheer. One ply ofA1I WOMWEmph+eBase Sheet, Yosemite Ventmg Base Sheet, Plexiglas Base
Sheet, Flintlastic Poly SMS Base Sheet, Flintiastic Ultra Poly SMS Base Sheet, Glasbase Base
Sheet or Flintglas Premium Ply Sheet Type VI mechanically attached as detailed below -
Fastening: Base sheet shall be Iapped V and fastened with 11 ga. annular ring shank nails and approved tin
caps 8"oc. in the lap and three rows staggered in the center ofthc sheet 8"o.c.
Ply Sheet: One ply of All Wead=IEmpite Base Sheet; Flintlastic Ultra Poly SIAS Base Sheet, Glasbase
(Optionan Base Sheet, Plexiglas Base Sheet; Flintlastic Base 20, Flintlastic Poly SMS Base Sheet or one
or more plies of Flmtglas Ply Sheet Type IV or FhnWn Premmm PIy Sheet Type VI adhered in
a full mopping of approved asphalt applied within the EW range and at a rate of 20-40 IbsJsq.
or one ply of Black Diamond Base Sheet or Flintlastic Ultra Glass SA self adhered or Flintlastic
STA or Flintlastic APP Base T torch adhered.
Membrane: Flinilastic GTA, Flintlastic GTA CoolStar, Flintlastic GTA-FR or Fhntla=c GTA FR CoolStar
torch adhered to base/ply sheet.
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-14 -M9-01
Expiration Date: 0919/1li
Approval Bates 89124ng
Page 23 of 42
u
WOOD DECK SYSTEM I, mTATIONS:
A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
GENERAL LlMITATIUNS:
1.
2.
3.
4.
bI
6.
7.
8.
9.
10.
Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product
Insulation may be installed in multiple layers_ The first layer shall be attached in compliance with Product Control
Approval guidelines_ All other layers shall bt adhered ina, full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer
Allstandard. panel sizes are acceptable for mechanical attachment When applied in approved asphalt, panel size
shall be 4' x 4' maximum
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 the sheet allowing a continuous area of ventilation. ' Encircling of the
strips is not acceptable. A 6" break shall beplaced every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbsJsq. .
Note: Spot attached systems skill be limited to a maximum design pressure of -45 psf.
Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lb£, as
testedln compliance with Testing Application. Standard TAS 105. If the fastener value, as field-tested, are below
2751b£ insulation attachment shall not be acceptable.
Fastener spacing for mechanical attachment of anchorlbase sheet or membrane attachment is based on a minimurn
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should
the fastener resistance be less than thatrequire'd, 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.
Perimeter and comer 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.)
All attachment and sizing of perimeter hailers, metal profile, and/or flashing termination designs shall conform to
Roofing Application Standard RAS 111 and applicable wind load requirements.
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 comers and corners). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20 3 ofthe Florida Administrative Code.
END OF THIS ACCEPTANCE
APPROYEDjy
NOA No.:14-0529.02
Eipiration Date: 06/19/18 .
Approval Date: W24/15
Page 42 of 42