HomeMy WebLinkAboutNOA3343 S US Highway 1, Fort Pierce, FL 34982
MIAI�l4 FI L'PRMW a�b PY MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC SOURCE (RER) / ��/( 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION -(71—� l `r Miami, Florida 33175-2474
(j� T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE
www.miamidade.gov/economy
Tamko Building Products, Inc. SCANNED
220 West 4's Street JAN 2, 2 �, Ji9 BY
Joplin, MO 64801 St. Lucie County
i ST. Lucie County, Permitting
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: TAMKO Modified Bitumen Roof System over Concrete 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,
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 revises and renews NOA No.12-0716.17 and consists of pages I through 14.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.: 14-0827.19
Expiration Date: 10/23/21
Approval Date: 07/28/16
Page 1 of 14
3343 S US Highway 1, Fort Pierce, FL 34982
See Page 11
ROOFING SYSTEM APPROVAL
Category:
Roofing
Sub -Category:
Modified Bitumen
Material:
SBS
Deck Tvne:
Concrete
Maximum Design Pressure:
-622.5 PSF
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product
Awaplan' 39'/8" wide ASTM D6164
Polyester reinforced SBS modified membrane
Type I
surfaced with granules. Applied in hot asphalt or
cold adhesive.
Glass -Base' 39 %" wide ASTM D4601
Type 11 asphalt impregnated and coated glass fiber
Type I1
base sheet for use in conventional and modified
bitumen built-up roofing.
Tam -Cap'
391/8" wide
ASTM D3909
Asphalt impregnated and coated felt surfaced with
mineral granules used as the top ply in
conventional built-up roof membranes.
Tam -Ply IV'
39 3/8" wide
ASTM D2178
Type IV asphalt impregnated glass felt for use in
Type IV
conventional and modified bitumen built-up
roofing.
Type 43 Base Sheet
36" wide
ASTM D2626
An organic felt reinforced asphalt base sheet.
Applied in hot asphalt or mechanically fastened.
Versa -Base'
39 %" wide
ASTM D6163
Asphalt impregnated and coated glass fiber base
Type I
sheet for use in conventional and modified bitumen
built-up roofing.
Tam -Pro 846
5 gallon
ASTM D1227
Protective coating.
Fibered Emulsion
Type II
Coating
Tam -Pro 813
5 gallon
ASTM D41
Asphalt based primer
Asphalt Primer
NOA No.: 14-0827.19
Expiration Date: 10/23/21
Approval Date: 07/28/16
Page 2 of 14
3343 S US Highway 1, Fort Pierce, FL 34982
See Page 11
APPROVED INSULATIONS:
Product Name
ACFoam II
ACFoam Composite
DensDeck
ENRGY 3
ENRGY 3 25 PSI
Fesco Board
Retro-Fit Board
Structodek High Density
Fiberboard Roof Insulation
H-Shield
H-Shield-WF
APPROVED FASTENERS:
TABLE 2
Product Description
Polyisocyanurate insulation
Polyisocyanurate insulation with perlite
facer
Gypsum insulation board
Polyisocyanurate insulation
Polyisocyanurate insulation
Expanded perlite and fiber insulation
Expanded perlite and fiber insulation
High Density Wood Fiber insulation
board.
Polyisocyanurate insulation
Wood fiber/Polyisocyanurate Composite
Insulation
Manufacturer
(With Current NOA)
Atlas Roofing Products
Atlas Roofing Products
Georgia-Pacific Gypsum LLC
Johns Manville Corp.
Johns Manville Corp.
Johns Manville Corp.
Johns Manville Corp.
Blue Ridge Fiberboard
Hunter Panels LLC
Hunter Panels LLC
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
1. #14 Roofgrip
Insulation fastener for wood,
OMG Inc.
steel and concrete decks.
2. #15 Roofgrip
Insulation fastener for wood, 3" round
OMG Inc.
steel and concrete decks.
3. OMG Heavy Duty
Insulation fastener
OMG Inc.
4. AccuTrac Plate
Galvalume AZ50 steel plate 3" square
OMG Inc.
5. 3" Round Metal Plate
Galvalume AZ50 steel plate 3" round
OMG Inc.
6. #14 Dekfast Insulation fastener for wood, SFS Intec Inc.
steel and concrete decks
7. #15 Dekfast Insulation fastener for wood, SFS Intec Inc.
steel and concrete decks
8. Dekfast 3" Round a va ume AZ50 steel plate 3" round SFSIntec Inc.
Steel Insulation Plate
9. Tru-Fast #14 HD Insulation fastener for wood, Altenloh, Brinck & Co. U.S.,
steel and concrete decks Inc.
10. Tru-Fast 3" Metal 3" round galvalume AZ55 3" round Altenloh, Brinck & Co. U.S.,
Insulation Plates steel plate Inc..
We always use Dekfast or Tru-Fast but it really depends on
which one our supplier has in stock
NOA No.: 14-0827.19
MIAMMADECOUNTY Expiration Date: 10/23/21
i Approval Date: 07/28/16
Page 3 of 14
3343 S US Highway 1, Fort Pierce, FL 34982
See Page 11
EVIDENCE SUBMITTED:
Test Agency
Test Name/Report
Test Identifier
Date
Underwriters Laboratories, Inc.
UL 790
R3225
10/03/12
Factory Mutual Research Corp.
Class 4470
J.I.4DOA7.AM
10/21/98
Class 4470
J.I. OZ,4A3.AM
08/27/97
Class 4470
J.I.1D4A7.AM
10/20/97
Class 4470
J.I. 3135A9.AM
08/27/98
Class 4470
3027787
08/14/06
Class 4470
3027789
08/14/06
Class 4470
3027790
08/14/06
Class 4470
3010612
04/16/01
797
797-09988-267
12/11/14
Class 4470
3027791
08/14/06
Dynatech Engineering Corp.
TAS 114
4440.05.95-2
05/01/95
TAS 114
4440.05.95-1
05/01/95
Exterior Research & Design, LLC
TAS 114
4444.06.98-1
06/15/98
TAS 114
4441.04.99-1
04/09/99
Trinity ERD
TAS 117
C8500SC.00.07
1 I/30/07
TAS 117 & TAS 114
C12410.08.09
08/14/09
ASTM D 4601 Type 11
SC10960.02.16-1
02/11/16
ASTM D 2178 Type IV
SC10960.02.16-2
02/11/16
ASTM D 3909
SC10960.02.16-3
02/11/16
PRI Construction Materials
ASTM D 6163
TAP-254-02-02
01/24/12
Technologies LLC
ASTM D 4601
TAP-255-02-02
11/04/11
ASTM D 2178
TAP-256-02-02
11/04/11
ASTM D 6164
TAP-298-02-01
11/10/15
ASTM D 3909
TAP-257-02-03
11/18/11
ASTM D 2626
TAP-257-02-01
12/12/11
NOA No.: 14-0827.19
Expiration Date: 10/23/21
Approval Date: 07/28/16
Page 4 of 14
3343 S US Highway 1, Fort Pierce, FL 34982
See Page 11
APPROVED ASSEMBLIES:
Membrane Type: SBS
Deck Type 3I: Concrete Decks, Insulated
Deck Description: 2500 psi structural concrete or concrete plank
System Type A: One or more layers of insulation adhered with approved asphalt.
All General and System Limitations apply.
One or more layers of any of the following insulations:
Base Insulation Layer
ACFoam II, ENRGY 3, ENRGY 3 25 PSI, H-Shield
Minimum 1.5" thick
Top or Base Insulation Layer
DensDeck
Minimum 1/4" thick
Structodek High Density Fiberboard, Fesco Board, Retro-Fit
Minimum 1/2" thick
ACFoam Composite, H-Shield-WF
Minimum 1.5" thick
Insulation Fasteners Fastener
(Table 3) Density/ft2
N/A
N/A
Insulation Fasteners
Fastener
(Table 3)
Density/ft2
N/A N/A
N/A N/A
N/A N/A
Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of
base sheet. All insulation shall be adhered to the deck in full mopping of approved asphalt within the EVT
range and at a rate of 20-40 lbs/100 ft'. Please refer to Roofing Application Standard RAS 117 for insulation
attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of
approved top layer insulation installed as the final membrane substrate. Composite insulation panels used as a
top layer shall be placed with the polyisocyanurate side facing down.
Base Sheet: (Optional) One ply of Glass -Base or Versa -Base, adhered to the substrate with a full mopping
of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Ply Sheet: One or more plies of Tam -Ply IV, Glass -Base or Versa -Base adhered with a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
NOA No.: 14-0827.19
MIAMMADECOUNTY Expiration Date: 10/23/21
�FjuzoApproval Date: 07/28/16
Page 5 of 14
3343 S US Highway 1, Fort Pierce, FL 34982
See Page 11
Membrane: Awaplan adhered with a full mopping of approved asphalt applied at 400' F at the point of
contact, at a rate of 20-40 lbs./sq.
Surfacing: Optional for mineral surfaced Membranes. Required for smooth surfaced membranes. 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 an
application rate of 60 lb./sq..
2. Henry 520 or Karnak 97AF applied at 1'/2 gal./sq., or Grundy Fibered Asphalt Emulsion, or
Tam -Pro 846 Fibered Emulsion at 3 gal./sq.
Maximum Design
Pressure: -222.5 psf.
(for minimum 1.5" thick Approved polyisocyanurate followed by minimum 3/4"
thick Approved perlite applied in hot asphalt.) (See General Limitation 49)
-230 psf.
(for minimum 1.5" thick Approved polyisocyanurate followed by minimum''/4"
thick DensDeck or minimum %2" Structodek High Density Fiberboard Roof
Insulation applied in hot asphalt.) (See General Limitation #9)
-265 psf.
(for minimum 1.5" thick Approved polyisocyanurate followed by minimum %2"
thick Structodek High Density Fiberboard Roof Insulation applied in hot asphalt.)
(See General Limitation #9)
-200 psf.
(for minimum 1.5" thick ACFoam II Composite or H-Shield-WF applied in hot
asphalt.) (See General Limitation #9)
-230 psf.
(for minimum %4" thick DensDeck applied in hot asphalt with no underlying
insulation.) (See General Limitation #9)
-80 psf
(minimum %2" thick any combination of approved isocyanurate, perlite, or wood
fiber applied in hot asphalt.) (See General Limitation #9)
-210 psf.
(for minimum'/2" thick Retro-Fit applied in hot asphalt with no underlying
insulation.) (See General Limitation #9)
-240 psf.
(for minimum %2" thick Retrofit applied in hot asphalt with no underlying
insulation. Requires one ply of Versa -Base.) (See General Limitation #9)
-330 psf.
(for minimum %2" thick Structodek High Density Fiberboard Roof Insulation
applied in hot asphalt with no underlying insulation.) (See General Limitation #9)
-382.5 psf.
(for minimum %2" thick Structodek High Density Fiberboard Roof Insulation
applied in hot asphalt with no underlying insulation. Requires one ply of Versa -
Base.) (See General Limitation #9)
NOA No.: 14-0827.19
Expiration Date: 10/23/21
Approval Date: 07/28/16
Page 6 of 14
3343 S US Highway 1, Fort Pierce, FL 34982
See Page 11
Membrane Type: SBS
Deck Type 3I: Concrete Decks, Insulated
Deck Description: 2500 psi structural concrete or concrete plank
System Type B(1): Base layer of insulation mechanically fastened; top layer adhered with approved asphalt.
All General and System Limitations apply.
One or more layers of any of the following insulations:
Base Insulation Layer
ACFoam II, H-Shield
Minimum 1.2" thick
ACFoam II
Minimum 1.4" thick
ACFoam Composite
Minimum 1.5" thick
ENRGY 3, ENRGY 3 25 PSI
Minimum 1.4" thick
Fesco Board, Structodek High Density Fiberboard
Minimum 1" thick
Insulation Fasteners Fastener
(Table 3) Density/ft'
1,2,5,6,7,8,9,10 1:2ft.'
1, 2, 5, 6, 7, 8, 9, 10 1:4 ft.2
1, 2, 5, 6, 7, 8, 9, 10 1:4 ft.2
1,2,5,6,7,8,9,10 1:2ft'
1, 2, 5, 6, 7, 8, 9, 10 1:2 ft.'
Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels
listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be
increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening
details).
(Optional) Top Insulation Layer
Fesco Board, Retrofit
Minimum%" thick
ACFoam Composite, H-Shield-WF
Minimum 1.5" thick
Insulation Fasteners Fastener
(Table 3) Density/ft'
N/A N/A
N/A N/A
Note: Apply top layer of insulation in a full mopping of any approved mopping hot asphalt within the EVT
range and at a rate of 20-40 lbs/100 It'. Please refer to Roofing Application Standard RAS 117 for insulation
attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of
approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be
used as a top layer placed with the polyisocyanurate side facing down.
Base Sheet: (Optional) One ply of Glass -Base or Versa -Base adhered to the substrate with a full mopping
of approved asphalt applied within the EVT range, at a rate of 20-40 lbs./sq.
NOA No.: 14-0827.19
Expiration Date: 10/23/21
Approval Date: 07/28/16
Page 7 of 14
3343 S US Highway 1, Fort Pierce, FL 34982
See Page 11
Ply Sheet:
One or more plies of Glass Base, Tam -Ply IV or Versa -Base adhered with a full mopping of
approved asphalt applied within the EVT range, at a rate of 20-40 lbs./sq.
Membrane:
Awaplan adhered with a full mopping of approved asphalt applied at 400' F at the point of
contact, at a rate of 20-40 lbs./sq.
Surfacing:
Optional for mineral surfaced Membranes. Required for smooth surfaced membranes. 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 an
application rate of 60 lb./sq..
2. Henry 520 or Karnak 97AF applied at lY: gal./sq., or Grundy Fibered Asphalt Emulsion, or
Tam -Pro 846 Fibered Emulsion at 3 gal./sq.
Maximum Design
Pressure:
-45 psf. (See General Limitation #9.)
NOA No.: 14-0827.19
MIAMI-DADECOUNW Expiration Date: 10/23/21
• • • . e Approval Date: 07/28/16
Page 8 of 14
3343 S US Highway 1, Fort Pierce, FL 34982
See Page 11
Membrane Type: SBS
Deck Type 3I: Concrete Decks, Insulated
Deck Description: 2500 psi structural concrete or concrete plank
System Type B(2): Base layer of insulation mechanically fastened; top layer adhered with approved asphalt.
All General and System Limitations apply.
Base Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft'
ACFoam II, ENRGY 3, ENRGY 3 25 PSI, H-Shield
Minimum 1.5" thick 1 or 6 1:1.33 ft.2
Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels
listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be
increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening
details).
Top Insulation Layer
Structodek High Density Fiberboard
Minimum''/2" thick
Insulation Fasteners Fastener
(Table 3) Density/ft'
N/A N/A
Note: Apply top layer of insulation in a full mopping of any approved mopping hot asphalt within the EVT
range and at a rate of 20-401bs/100 ft'. Please refer to Roofing Application Standard RAS 117 for insulation
attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of
approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be
used as a top layer placed with the polyisocyanurate side facing down.
Base Sheet: (Optional) One ply of Glass -Base or Versa -Base adhered to the substrate with a full mopping
of approved asphalt applied within the EVT range, at a rate of 20-40 lbs./sq.
Ply Sheet:
One or more plies of Glass Base, Tam -Ply IV or Versa -Base adhered with a full mopping of
approved asphalt applied within the EVT range, at a rate of 20-40 lbs./sq.
Membrane:
Awaplan adhered with a full mopping of approved asphalt applied at 400' F at the point of
contact, at a rate of 20-40 lbs./sq.
Surfacing:
Optional for mineral surfaced Membranes. Required for smoothsurfaced membranes. 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 an
application rate of 60 lb./sq..
2. Henry 520 or Karnak 97AF applied at 1 % gal./sq., or Grundy Fibered Asphalt Emulsion, or
Tam -Pro 846 Fibered Emulsion at 3 gal./sq.
Maximum Design
Pressure:
-75 psf (See General Limitation 97.)
NOA No.: 14-0827.19
Expiration Date: 10/23/21
Approval Date: 07/28/16
Page 9 of 14
3343 S US Highway 1, Fort Pierce, FL 34982
See Page 11
Membrane Type: SBS
Deck Type 3I: Concrete Decks, Insulated
Deck Description: 2500 psi structural concrete or concrete plank
System Type C: All layers of insulation simultaneously attached.
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/ftz
ACFoam II, H-Shield, ENRGY 3, ENRGY 3 25 PSI
Minimum 1.5" thick
N/A
N/A
Note: All layers shall be simultaneously attached; see top layer below
for fasteners and density.
Top Insulation Layer
Insulation Fasteners
Fastener
(Table 3)
Density/ft'
Fesco Board, Structodek High Density Fiberboard
Minimum I" thick
1, 2, 5, 6, 7, 8, 9,10
1:2 ft.'
Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The
insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners
shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal
resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load
requirements. Please refer to Roofing Application Standard RAS 117 for insulation attachment.
Base Sheet: (Optional) One ply of Glass -Base or Versa -Base adhered to the substrate with a full mopping
of approved asphalt applied within the EVT range, at a rate of 20-40 lbs./sq.
Ply Sheet:
One or more plies of Glass Base, Tam -Ply IV or Versa -Base adhered with a full mopping of
approved asphalt applied within the EVT range, at a rate of 20-40 lbs./sq.
Membrane:
Awaplan adhered with a full mopping of approved asphalt applied at 400' F at the point of
contact, at a rate of 20-40 lbs./sq.
Surfacing:
Optional for mineral surfaced Membranes. Required for smooth surfaced membranes. 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 an
application rate of 60 lb./sq..
2. Henry 520 or Karnak 97AF applied at 1 %: gal./sq., or Grundy Fibered Asphalt Emulsion, or
Tam -Pro 846 Fibered Emulsion at 3 gal./sq.
Maximum Design
Pressure:
-45 psf. (See General Limitation #9.)
NOA No.: 14-0827.19
Expiration Date: 10/23/21
Approval Date: 07/28/16
Page 10 of 14
3343 S US Highway 1, Fort Pierce, FL 34982
See Paae 11
Membrane Type: SBS
Deck Type 3I: Concrete Decks, Insulated
Deck Description: 2500 psi structural concrete or concrete plank
System Type D: Base sheet attached over insulation.
All General and System Limitations apply.
One or more layers of any of the following insulations:
Insulation Layer
ACFoam II, H-Shield, ENRGY 3, ENRGY 3 25 PSI
Minimum 1.5" thick
Fesco Board
Insulation Fasteners Fastener
(Table 3) Density/ft'
N/A N/A
Minimum'/" thick N/A N/A
Structodek High Density Fiberboard
Minimum'/2" 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 fasteners for 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: One ply of Tamko Glass -Base fastened to the deck as described in Option # 1 or #2, below.
Fastening: (Option #1) Attach anchor sheet using 914 or #15 Dekfast Fasteners with 3" Plates spaced 12"
o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet.
Maximum Design Pressure —60 psf., (See General Limitation #7.)
(Option #2) Attach anchor sheet using, or OMG #14 or #15 Roofgrip Fasteners and 3" Plates
spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet.
Maximum Design Pressure —75 psf., (See General Limitation #7.)
Ply Sheet: (Optional) One or more plies of Glass Base, Tam -Ply IV or Versa -Base adhered with a full
Membrane:
mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
wap an a ere With a full mopping of approved asphalt applied at at t e point o
contact, at a rate of 20-40 lbs./sq.
Surfacing: Optional for mineral surfaced Membranes. Required for smooth surfaced membranes. 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 an
application rate of 60 lb./sq..
2. Henry 520 or Karnak 97AF applied at 1 %: gal./sq., or Grundy Fibered Asphalt Emulsion, or
Tam -Pro 846 Fibered Emulsion at 3 gal./sq.
Maximum Design
Pressure: See Base Sheet Fastening Options.
Customer chose fibered aluminum coating for top coat.
Karnak 97AF
NOA No.: 14-0827.19
Expiration Date: 10/23/21
Approval Date: 07/28/16
Page 11 of 14
3343 S US Highway 1, Fort Pierce, FL 34982
See Page 11
Membrane Type: SBS
Deck Type 3: Concrete Decks, Non -insulated
Deck Description: 2500 psi structural concrete or concrete plank
System Type E: Base sheet mechanically attached.
All General and System Limitations apply.
Base Sheet: One ply of Tamko Glass -Base fastened to the deck as described in Option #1 or 42, below.
Fastening: (Option #1) Attach anchor sheet using #14 or #15 Dekfast Fasteners with 3" Plates spaced 12"
o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet.
Maximum Design Pressure —60 psf., (See Genera[ Limitation #7.)
(Option #2) Attach anchor sheet using, or OMG # 14 or #15 Roofgrip Fasteners and 3" Plates
spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet.
Maximum Design Pressure —75 psf., (See Genera[ Limitation #7.)
Ply Sheet: (Optional) One or more plies of Glass Base, Tam -Ply IV or Versa -Base adhered with a full
mopping of approved asphalt applied within the EVT range, at a rate of 20-40 lbs./sq.
Membrane: Awaplan adhered with a full mopping of approved asphalt applied at 4000 F at the point of
contact, at a rate of 20-40 lbs./sq.
Surfacing: Optional for mineral surfaced Membranes. Required for smooth surfaced membranes. 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 an
application rate of 601b./sq..
2. Henry 520 or Kamak 97AF applied at 1 %2 gal./sq., or Grundy Fibered Asphalt Emulsion, or
Tam -Pro 846 Fibered Emulsion at 3 gal./sq.
Maximum Design
Pressure: See Base Sheet Fastening Options.
NOA No.: 14-0827.19
Expiration Date: 10/23/21
Approval Date: 07/28/16
Page 12 of 14
3343 S US Highway 1, Fort Pierce, FL 34982
See Page 11
Membrane Type:
SBS
Deck Type 3:
Concrete Decks, Non -Insulated
Deck Description:
2500 psi structural concrete or concrete plank
System Type F:
Membrane adhered with approved asphalt.
All General and System Limitations apply.
Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of
anchor sheet.
Base Sheet:
(Optional) One ply of Glass -Base or Versa -Base adhered to the substrate with a full mopping of
approved asphalt applied within the EVT range, at a rate of 20-40 lbs./sq.
Ply Sheet:
One or more plies of Glass Base, Tam -Ply IV or Versa -Base adhered with a full mopping of
approved asphalt applied within the EVT range, at a rate of 20-40 lbs./sq.
Membrane:
Awaplan adhered with a full mopping of approved asphalt applied at 400' F at the point of
contact, at a rate of 20-40 lbs./sq.
Surfacing:
Optional for mineral surfaced Membranes. Required for smooth surfaced membranes. 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 an
application rate of 60 lb./sq..
2. Henry 520 or Karnak 97AF applied at 1 %2 gal./sq., or Grundy Fibered Asphalt Emulsion, or
Tam -Pro 846 Fibered Emulsion at 3 gal./sq.
Maximum Design
Pressure:
-622.5 psf. (See General Limitation #9.)
NOA No.: 14-0827.19
MIAMI•DADE COUNTY Expiration Date: 10/23/21
Approval Date: 07/28/16
Page 13 of 14
3343 S US Highway 1, Fort Pierce, FL 34982
See Page 11
CONCRETE DECK SYSTEM LIMITATIONS:
1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field
withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density.
All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing
Application Standard RAS 117; calculations shall be signed and sealed by a Florida Registered Engineer, Architect,
or Registered Roof Consultant.
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 12 lbs./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 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 #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 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 14-0827.19
MIAMI-DADE COUNTY
Expiration Date: 10/23/21
UnTsymi Approval Date: 07/28/16
Page 14 of 14