HomeMy WebLinkAboutNotice of Acceptance MIAMP ADE` MIAMI-DARE 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) www.miamidade.sov/economv
Johns Manville Corporation
717 17th Street
Denver,CO 80202
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:Johns Manville APP 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,forsales,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. 12-0123.06 and consists of pages 1 through 15.
The submitted documentation was reviewed by Jorge L.Acebo.
NOA No.: 13-0129.03
MAMI•DADE COUNTY Expiration Date: 06/14/16
Approval Date: 06/06/13
Page 1 of 15
t
ROOFING SYSTEM APPROVAL
Category: Roofing
Sub-Categorv: Modified Bitumen .
Materials: APP
Deck Type: Wood
Maximum Design Pressure -52.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
JM APP Base 39-3/8"x 48' ASTM D 6509 APP modified asphalt,fiberglass
reinforced,smooth surfaced base sheet.
APPeX 4S 39-3/8"x 34' ASTM D 6222 APP modified asphalt,polyester
Type I reinforced,smooth surfaced membrane
Grade S for use as a Base and/or Ply Sheet only.
APPeX 4.5M 39-3/8"x 34' ASTM D 6222 APP modified asphalt,polyester
Type I reinforced,mineral surfaced membrane.
Grade G
APPeX 4.5M FR 39-3/8"x 34' ASTM D 6222 APP.modified.asphalt,polyester
Type I reinforced,fire-retardant,mineral surfaced
Grade G membrane..
Tricor MFR 39-3/8"x 34' ASTM D 6223 APP modified asphalt,polyester/glass
reinforced,granule surfaced membrane.
Tricor S 39-3/8"x 34' ASTM D 6223 APP modified asphalt,polyester/glass
reinforced,smooth surfaced membrane
for use as a Base and/or.Ply Sheet only.
PermaPly 28 36" x 106'; ASTM D 4601 Type II asphalt impregnated and coated
72 lb.roll glass fiber base sheet
Ventsulation 36"x 36' ASTM D 4897 Heavy duty fiber glass base sheet
Type ll impregnated and coated on both sides with
asphalt with or without fine mineral
stabilizer.
GlasBase Plus 36"x 106' ASTM D 4601 Type II SBS and asphalt blend
impregnated and coated glass fiber base .
sheet with fine mineral stabilizer.
NOA No.: 13-0129.03
E COU Expiration Date: 06/14/16
C
. Approval Date: 06/06/13
Page 2 of 15
APPROVED INSULATIONS:
TABLE 2
.Product Name Product Description Manufacturer
(With Current NOA)
ENRGY 3,ENRGY 3 25-PSI Isocyanurate Insulation. Johns Manville
.Fesco Foam,DuraFoam Isocyanurate Insulation with perlite facer. Johns Manville
Retro-Fit Board,DuraBoard High-density perlite roof insulation. Johns Manville
Fesco Board Rigid perlite roof insulation board. Johns Manville
StructodeV High Density Fiber High Density Fiber Board. Blue Ridge Fiber Board,
Board Roof Insulation Inc.
APPROVED FASTENERS:
TABLE 3
Fastener Product Product. Manufacturer
Number Name Description Dimensions (With Current NOA)
1. U1traFast Fasteners Insulation fastener for wood Various Johns Manville
and steel.
2. U1traFast ASAP Pre-assembled Insulation Various Johns Manville
fastener and plate .
3. UltraFast 3"Round Metal Galvalume AZ55 steel plate 3"round& Johns Manville
Plate or Square Recessed 3"square
Metal Plate
4. #12 Standard Roofgrip Insulation fastener Various OMG
5. ASAP Roofgrip Pre-assembled Insulation Various OMG .
fastener and plate
6. . 3"Round Metal Plate or Galvalume AZ50 steel plate 3" round OMG
Flat Bottom Metal Plate &3".square
:7. Tru-Fast HD Fastener Insulation fastener for steel Various Altenloh,Brinck&
(#14)' and wood decks Co. U.S.,Inc.
8. Tru-Fast 3"Metal Galvalume-AZ55 steel plate 3" round Altenloh,Brinck&
Insulation Plate Co.U.S.,Inc.
NOA No.: 13-0129.03
MwMMADE CouNTr Expiration Date: 06/14/16
• • Approval Date: 06/06/13
Page 3 of 15
EVIDENCE SUBMITTED:
Test Agency Test Identifier Description Date
Factory Mutual Research Corp. J.I.OXOA9.AM 4470 03/25/94
J.I.OW6A2.AM 4470 02/05/93
J.1.OX7A4.AM 4470 08/26/93
J.I.3001482 4470 08/11/98
J.1.3002823 4470 04/01/99
J.1. 3003468 4450 02/02/00
J.1.3007148 4470 04/19/00
3009499 4470 04/04/01
3011248 4450 1.1/01/02
3012974 4470 06/03/02
.Underwriters Laboratories,Inc. R10167 UL 790 05/27/13
Exterior Research&Design,LLC. #4361-2.04.97-1 TAS 114(J) 04/15/97
10390A.12.97-1 TAS 114(J) 12/15/97
10390A.10.97-1 TAS 114(J) 10/15/97
10391.01.03 TAS 114(J) 01/29/03
PRI Construction Materials,LLC JMC-053-02-01 ASTM D5147/D6222 05/01/13
JMC-054-02-01 ASTM D5147/D6223 06/04/12
.IMC-055-02-01 ASTM:D 6509 05/29/12
JMC-070-02-01 ASTM D 2178 TYPE IV 04/17/12
JMC-071-02-01 ASTM D 2178 TYPE VI 04/17/12
JMC-072-02-02 ASTM D 4601 06/04/12
JMC-074-02-01 ASTM D 4897 04/17/12
JMC-093-02-01 ASTM D 4601 08/02/12
NOA No.: 13-0129.03
CMAWDADUNnr Expiration Date: 06/14/16
• • Approval Date: 06/06/13.
Page 4 of 15
Membrane Type: APP
Deck Type 1I: Wood,Insulated
Deck Description: . 19/32° or greater plywood or wood plank
System Type D: All insulation is loose laid with preliminary attachment to roof deck. Membrane
and/or anchor sheet is subsequently mechanically fastened through insulation to
the roof deck.
All General and System limitations apply.
One or more layers of any of the following insulations:
Base Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ftp
ENRGY 3,ENRGY 3 25 PSI,Fesco Foam,DuraFoam
Minimum 1.5"thick N/A N/A
Fesco Board
Minimum 3/"thick N/A N/A
Retro-Fit Board,DuraBoard
Minimum V2"thick N/A N/A
Note: Top layer shall have preliminary attachment, prior to the installation of the base/anchor
sheet, at a minimum application rate of two fasteners per board for insulation boards having no
dimension greater than 4 ft., and four fastenersfor any insulation board having no dimension
greater.than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See
base/anchor sheet below for fasteners and density.
Base Sheet: (Option#I)One ply of JM APP Base,PermaPly 28, Glasbase Plus or JM
Ventsulation mechanically fastened through the insulation to the deck with JM
U1traFast,OMG Roofgrip or Tru-Fast metal plates and fasteners at a 4" side lap
12" o.c.and two rows staggered in the center of the sheet 18" o.c.
(Maximum Design Pressure:—45 psf,See General Limitation#9.)
(Option#2)Minimum two plies of JM PermaP1 28 or JM Ventsulation
simultaneously fastened through the insulation to the deck with JM Ultrafast
fasteners and Metal Plates spaced 9"o.c.in a 4"lap and 12"o.c. in two staggered
. .rows in the center of the sheet.
(Maximum Design Pressure:—52.5 psf,See General Limitation#7.)
Ply Sheet: (Optional)One or more plies of JM APP Base or APPeX 4S heat welded to base
sheet while.maintaining 4"side laps and 6"end laps.
Membrane: One or more plies of APPeX 4.5M or APPeX 4.5M FR heat welded while
maintaining 4"side laps and 6"end laps.
NOA No.: 13-0129.03
rales WADECoExpiration Date: 06/14/16
Approval Date: 06/06/13
Page 12 of 15
Y
Surfacing: (Optional)Install one of the following for all systems that do not achieve
acceptable fire ratings through the use of FR membrane sheets.Any coating,listed
below,used as a surfacing,.must be listed within a current NOA.
1. 400 lb./sq.gravel or 300 lb./sq.slag in a flood coat of approved mopping asphalt at
a rate of 601b./sq.
2. Karnak 97,Karnak 97 AF,Monsey Premium Long Life Aluminum Roof Coating
Asbestos Free or Monsey Prograde Aluminum, Grundy AL.MB aluminum coating
at a rate of 1-1/2 gal/sq.Monsey A.quabrite,Gardner asphalt emulsion,APOC
Sunbright 400 or Henry 229 Aluminum Emulsion at 2'Y2 gal/sq.or APOC 212
Aluminum Roof Coating at 3 gal/sq.
3. Grundy 20 F asphalt emulsion,Endure Asphalt Emulsion,APOC 302 or 302 AF
applied at 2%2 gal/sq.with optional 601bs./sq. of roofing granules embedded in wet
coating.
Maximum Design
Pressure: See Fastening Options
NOA No.: 13-0129.03
MLAMMAneeouMn Expiration Date: 06/14/16
• Approval Date: 06/06/13
Page 13 of 15
r u
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 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 121bs./sq.
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 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 9N-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 13-0129.03
MiaMI•DnDECounrr Expiration Date: 06/14/16
• Approval Date:.06/06/13
Page 15 of 15