HomeMy WebLinkAboutNOAMIAMI•DADE
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
n SCANNEL/
�l I BY
St. Lucie Count
MIAMI-DADr COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (796) 31525-99
NOTICE OF ACCEPTANCE (NOA) RECEIVE[) www.miamidade.gov/economy
Johns Manville Corporation
71717th Street
NOV 2 9 2016
Denver, CO 80202
PERMITTING
SCOPE:
St. Lucie County, FL
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: Johns Manville Modified Bitumen Roofing Systems over Cementitious Wood Fiber 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 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 renews and revises NOA No. 13-0529.17 and consists of pages I through 18.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 16-0413.26
MIAMMADE COUNTY Expiration Date: 07/19/21
Approval Date: 07/14/16
FILE Page 1 of 18
ROOFING SYSTEM APPROVAL
Category: Roofing
Sub -Category: Modified Bitumen
Materials: SBS
Deck Tvpe: Cementitious Wood Fiber
Maximum Design Pressure: -105 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product Dimensions Specification Product Description
DynaBase 39-3/8" x 49'2" ASTM D6163 A glass reinforced SBS modified bitumen
DynaBase HW 39-3/8" x 49'2"
DynaBase PR 39-3/8" x 49'2"
DynaBase XT 39-3/8" x 49'-2"
DynaClad 39-3/8" x 33'10"
DynaFast 180 HW 39-3/8" x 49'2"
DynaFast 180 S 39-3/8" x 49'2"
DynaFast 250 HW 39-3/8" x 32' 10"
DynaGlas 39-3/8" x 32'40"
DynaGlas 30 FR 39-3/8" x 32'-10"
DynaGlas FR 39-3/8" x 32'-10"
DynaGlas FR CR 39-3/8" x 32'-10";
DynaGlas FR CR 39-3/8" x 32' 10"
G
DynaGlas-FR XT 39-3/8" x 32'-10"
MIAMMADE COUNTY
base sheet.
ASTM D6163
A glass reinforced SBS modified bitumen
base sheet for heat welded applications.
ASTM D6164
A polyester reinforced SBS modified
bitumen base sheet.
ASTM 136163
A glass reinforced SBS modified bitumen
base or inner ply sheet.
ASTM D6298
A glass reinforced base sheet SBS modified_
bitumen membrane surfaced with foil.
ASTM D6164
A polyester reinforced SBS modified
bitumen base or inner ply sheet for use in
heat weld applications.
ASTM D6164
A polyester reinforced SBS modified
bitumen base or inner ply sheet.
ASTM D6164
A polyester reinforced SBS modified
bitumen base or inner ply sheet for.use in
heat weld applications.
ASTM 136163
A glass reinforced SBS modified bitumen
membrane surfaced with granules.
ASTM D6163
A fire resistant, glass reinforced SBS
modified bitumen membrane surfaced with
granules.
ASTM D6163
A fire resistant, glass reinforced SBS
modified bitumen membrane surfaced with
granules.
ASTM D6163
A fire resistant, glass reinforced SBS
modified bitumen membrane surfaced with
granules and a reflective white coating for
use in heat weld,applications.
ASTM D 6163
A fire resistant, glass reinforced SBS
modified bitumen membrane surfaced with
granules and cool roof coating.
ASTM D6163
A fire resistant, -glass reinforced SBS
modified bitumen membrane surfaced with
granules. .
NOA No.: 16-0413.20
Expiration Dater 07/19/21
Approval Date: 07/14/16
Page 1 of 18
APPROVED ASSEMBLIES
Membrane Type: SBS
Deck Type 5I: Cementitious Wood Fiber, Insulated
Deck Description: Cementitious Wood Fiber
System Type A(1): All layers of insulation adhered. Roof membranes subsequently fully adhered.
All General and System Limitations apply.
Base Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
ENRGY 3, ENRGY 3 25 PSI, ValuTherm, ValuTherm 25 PSI, R-Panel, R-Panel 25 PSI, ENRGY 3
AGF, ENRGY 3 AGF 25 PSI, ValuTherm AGF, ValuTherm AGF 25 PSI, ENRGY 3 CGF,
E*25 R1; ValuTherm CGF, ValuTherm CGF 25 PSI, ENRGY 3 FR, ENRGY 3 FR
I
Minimum 1.5" thick N/A N/A
op Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
o- 't Boaid
Minimum'/:" thick N/A N/A
No e: ayers of insulation shall be adhered with JM Roofing System Urethane Adhesive
applied in %" ribbons spaced 12" o.c. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Composite insulation boards used as a top layer shall be installed with the
polyisocyanurate face down.
Base Sheet: One ply of DynaBase, DynaBase PR, DynaBase XT, DynaMax S, DynaLastic 180
S, DynaFast 180 S, DynaPly Tl, or DynaLastic 250 S adhered to the substrate with
JM MBR Cold Application Adhesive fully adhered at an application rate of 1.5 —
2.0 gal/sq.
Ply Sheet: (Optional) One or more plies of DynaBase, DynaBase PR, DynaBase XT, .
DynaMax S, DynaLastic 180 S, DynaFast 180 S, DynaPly Tl or DynaLastic 250 S
fully adhered to the base sheet with MBR Cold Application Adhesive applied at an
application rate of 1.5 — 2.0 gal/sq.,
Or,
ne or more lie ynaBas DynaBase PR, DynaBase XT, DynaMax S,
DynaLastic 180 S, Dyn ast 180 S, DynaPly T I or DynaLastic 250 S fully ,
/J adhered to the base sheet with approved mopping asphalt at an application rate of
(�/(v 20-401bs./sq.
Or.
One or more plies of DynaBase HW, DynaWeld 180 S, DynaWeld Base, DynaFast
180 HW, DynaWeld 250 S or DynaFast 250 HW heat welded.
NOA No.: 16-041120
Mwra•onne Courrry Expiration Date: 07/19/21
Approval Date: 07/14/16
Page 10 of 18
Membrane: One or more plies of DynaGlas 30 FR, DynaGlas, DynaGlas F , DynaGlas FR
CR, DynaGlas FR CR G, DynaLastic 180, DynaLastic 0 FR, DynaLastic 180 FR
i CR, DynaLastic 180 FR CR G, DynaGlas FR XT, DynaKap FR T1, DynaKap FR
Tl CR G, DynaLastic 250 FR, DynaLastic 250 FR CR, DynaLastic 250 FR CR G,
DynaMax FR, DynaMax FR CR, or DynaMax FR Plus fully adhered to the base
sheet with MBR Cold Application Adhesive or fully adhered at an application rate
of 1.5 — 2.0 gal/sq.
Or,
One or more plies of DynaGlas 30 FR, DynaGlas, DynaGlas FR, DynaGlas FR
CR, DynaGlas FR CR G, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 FR
CR, DynaLastic 180 FR CR G, DynaGlas FR XT, DynaKap FR Tl, DynaKap FR
TI CR G, DynaLastic 250 FR, DynaLastic 250 FR CR, DynaLastic 250 FR CR G,
DynaMax FR, DynaMax FR CR or DynaMax FR Plus fully adhered to the base
sheet with approved mopping asphalt at an application rate of 2040 lbs./sq.
Or,
One or more plies of DynaWeld Cap FR, DynaWeld Cap FR CR, DynaWeld Cap
FR CR G, DynaWeld Cap 180 FR CR, DynaWeld Cap 180 FR DynaWeld Cap FR
XT, DynaWeld Cap 250, DynaWeld Cap 250 FR, DynaWeld Cap 250 FR CR,
DynaWeld Cap 250 FR CR G, DynaKap FR Tl HW CR G, DynaMax FR HW, or
DynaMax FR HW CR heat welded.
Maximum Design
Pressure: -105 psf. (See General Limitation 49)
MIAMI-DADE COUNIY
NOA No.: 16-0413.10
Expiration Date: 07/19t2i
Approval Date: 07/14/16
Page 11 of 18
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 2040 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 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 lbsJsq.
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 Ibf. 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
Engineer, 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 to Roofing Application Standard RAS I I I 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 comers). 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.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.:16-0413.20
Expiration Date: 07/19/21
Approval Date: 07/14/16
Page 18 of 18