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DEPARTMENT OF REGULATORY AND E(
BOARD AND CODE ADMINISTRATION DI
NOTICE OF ACCEPTANCE
GAF
1 Campus Drive
Parsippany, NJ 07054
3t fBY l. unt%,
ol,3
ST. LUCIE COUNTY BUILD]
QGX rEWED FOR COMPLIAN
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
W6vpEWED B
4 f 11805 SW 26 Street, Room 108
T BE KEPT ON JOB Miami, Florida 33175-2474
OR NO INSPECTIONS) WILL BE MAd786) 315-2590 F (786) 315-2599
www.miamidade.goy/economv
SCOPE:
This NOA is being issued under the applicable n les and regulations governing the use of constriction materials. The
documentation submitted has been reviewed and ccepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas wlie;e allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expirat
Section (In Miami Dade County) and/or the A
have this product or material tested for quality
the accepted manner, the manufacturer will ii
revoke, modify, or suspend the use of such pro(
revoke this acceptance, if it is determined by
material fails to meet the requirements of the ap
i date stated below. The Miami -Dade County Product Control
T (in areas other than Miami Dade County) reserve the right to
isurance purposes. If this product or material fails to perform in
zr the expense of such testing and the AHJ may immediately
Aor material within their jurisdiction. RER reserves the right to
anu-Dade County Product Control Section that this product or
icable building code.
This product is approved as described herein, andl has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of th,b Florida Building Code.
DESCRIPTION_: GAF Timberline HDI,
Fortitudelm Shingles
LABELING: Each unit shall bear a permanent 1
statement: "Miami -Dade County Product Control
RENEWAL of this NOA shall be considered
in the applicable building code negatively affe
TERMINATION of this NOA will occur after t
materials, use, and/or manufacture of the product
for sales, advertising or any other purposes shall
of this NOA shall be cause for termination and re
e' Natural Shadow', Timberline' American Harvest®, and
with the manufacturer's name or logo, city, state and following
roved", unless otherwise noted herein.
a renewal application has been filed and there has .been no change
the performance of this product.
expiration date or if there has been a revision or change in the
process. Misuse of this NOA as an endorsement of any product,
omatically ternunate this NOA. Failure to comply with any section
ival 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 # 14-1022.20 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
i
NOA No.: 16-0811.11
MIAMI.DADE COUNTY
,..., � Expiration Date:02/21/22
Approval Date: 02/09/17
L Co
Page 1 of 6
r
ROOFING ASSEMBLY APPROVAL
Categorv:
Roofing
Sub-Categorv:
Asphalt Shingles
Materials:
Laminate
Deck Tvpe:
Wood
SCOPE
This approves GAF Timberline HD', Timberlii
FortitudeT"' Shingles as manufactured by GAF
PRODUCT DESCRIPTION
Product
CGAF-Tiinb_erline HD®1
C—A ni factu-71 ing
�LOGQtl011S=#1; 2; 3.;�4;_S,P6;�!
GAF Timberline Natural
Shadow'
Manufacturing
Locations #1, 2, 3, 4, 5, 6, 7
GAF Timberline® American
Harvest`s
Manufacturing
Locations #2, 4, 5, 6
GAF FortitudeTM
Manufacturing
Locations #1, 4
e® Natural Shadow°, Timberline American" Harvest`, and
3 described in this Notice of Acceptance.
Dimension's Test Product Description
Specifications
3J-/a'_x 39 3/s'" f TAS 1-10) -F berglass.reinforced heavy -we ghf=asphaltz
roof slungle,-with'a-laminate.profile�
13 '/4" x 3 93 %, 8"
13'/4'x 39 %"
13 '/a" x 39 ;Is
MANUFACTURING LOCATION
1. Tampa, FL
2. Michigan City, IN
3. Baltimore, MD
4. Myerstown, PA
5. Ennis, TX
6. Tuscaloosa, AL
7. Dallas, TX
TAS 110 Fiberglass reinforced heavy weight asphalt
roof shingle, with a laminate profile
TAS 110 Fiberglass reinforced heavy weight asphalt
roof shingle, with a laminate profile
TAS 110 Fiberglass reinforced heavy weight asphalt
roof shingle, with a laminate profile
NOA No.: 16-0811.11
Expiration Date: 02/21/22
Approval Date: 02/09/17
Page 2 of 6
EVIDENCE SUBMITTED
Test Agency
Test Identifier
Test Name/Report
Date
Underwriters Laboratories,LLC
ASTM D3462
4787344101
07/25/16
Underwriters Laboratories, Inc.
ASTM D3462
11CA48924
10/24/11
Underwriters Laboratories, Inc
ASTM D3462
IOCA21994
04/22/11
Underwriters Laboratories, Inc
ASTM D3462
10CA28717
07/26/11
Underwriters Laboratories, Inc.
ASTM D3462
05CA47541
11/10/06
Underwriters Laboratories, Inc.
ASTM D3462
06CA31580
11/30/06
PRI Asphalt Technologies, Inc.
ASTM D3462
GAF-101-02-02
11/02/05
Underwriters Laboratories, Inc.
ASTM D3462
06NK05159
08/09/06
PRI Asphalt Technologies, Inc.
ASTM D3462
GAF-098-02-02
11/08/05
Underwriters Laboratories, Inc.
ASTM D3462 -
02NK41809
08/11/02
Underwriters Laboratories, Inc.
ASTM D3462
03NK26444
10/17/03
Center for Applied Engineering
ASTM D3462
257989
05/13/97
Underwriters Laboratories, Inc.
TAS 107
OINIC45803
04/13/94
Underwriters Laboratories, Inc.
TAS 107
06NK05159
08/09/06
Underwriters Laboratories, Inc.
TAS 107
04NK04273
02/20/04
Underwriters Laboratories, Inc.
TAS 107
05CA42840
11/11/05
Underwriters Laboratories, Inc.
TAS 107
02NK41811
11/11/02
Underwriters Laboratories, Inc.
TAS 107
03CA35209
10/17/03
Underwriters Laboratories, Inc.
TAS 107
04CA13850
08/30/04
Center for Applied Engineering
TAS 100
257989
04/01/97
PRI Asphalt Technologies, Inc.
TAS 100
GAF-044-02-01
01/13/04
PRI Asphalt Technologies, Inc.
TAS 100
GAF-098-02-01
11/08/05
PRI Asphalt Technologies, Inc.
TAS 100
GAF-101-02-01
11/09/05
PRI Asphalt Technologies, Inc.
TAS 100
GAF-116-02-02
03/23/06
PRI Asphalt Technologies, Inc.
TAS-100
ELK-083-02-01
10/16/02
ELK-084-02-01
10/ 15/02
ELK-085-02-01
10/ 14/02
ELK-086-02-01
10/24/02
ELK-087-02-01
10/21 /02
ELK-088-02-01
10/ 16/02
ELK-107-02-01
10/09/03
ELK-108-02-01
10/09/03
ELK-109-02-01
10/09/03
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. Shall not be installed on roof inean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61G20-3 of the Florida Adzninistrative Code.
i
NOA No.: 16-0811.11
Expiration Date: 02/21/22
Approval Date: 02/09/17
Page 3 of 6
i
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail 'A', attached.
5. Nailing shall be in compliance with Detail'B% attached.
LABELING
Shingles shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of
manufacturing facility, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade
County Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS
1. Application for building permit shall be
1.1 This Notice of Acceptance.
1.2 Any other documents required b
evaluate the installation of this sv:
MIAMI•DADE COUNTY
...• •
by copies of the following:
the Building Official or the applicable code in order to properly
NOA No.: 16-0811.11
Expiration Date: 02/21/22
Approval Date: 02/09/17
Page 4 of 6
DETAIL A
NOA No.: 16-0811.11
Expiration Date: 02/21/22
Approval Date: 02/09/17
Page 5 of 6
l]
DETAIL B
OVERALL DIMENSIONS AND NAILING PATTERN
39-3/811
(1 m)
14-1(36 - 45mm/2" 14-1/2" - 45MM/2" —a
(368 - 445mm) (368 - 445mm)
13-1 /4" 6-1/2" - 9-1/2" 6-1/2" - 9-1/2"
(765-241mm) I (765.241mm)
337mm
(13-6
ENHANCED NAILING PATTERN - six nails per shingle*
' required by some local codes and required for enhanced wind coverage on certain products.
See li ited warranty for details.
These shingles MUST be nailed a nominal 6" (152mm) from bottom of
of shingle, above the cut outs, as shown. Nails must not be exposed.
MIAMI•DADE COUNTY
W11211,011gol
END OF THIS ACCEPTANCE
Nail guide line
5-314"- 6-1/4"
(146mm - 159mm)
from bottom of shingle
Self seal
adhesive
on back
NOA No.: 16-0811.11
Expiration Date: 02/21/22
Approval. Date: 02/09/17
Page 6 of 6
ZI
ENGINEER EVALUATE I TEST
Soprema, Inc.
1640 rue Haggerty
Drummondville, Quebec J2C 5P8 Canada
(819)478-2400
NEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
CONSULT CERTIFY
Evaluation Report S18010.06.09-1112
FL2569-R14
Date of Issuance:06/15/2009
Revision 12: 02/12/2018
SCOPE:
This Evaluation Report is issued under Rule 61GZ0-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. T e documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: Soprema Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to
the product(s), the Quality Assurance or the proiduction facility location(s). NEMO I etc. requires a complete review of
this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number receded by the words "NEMOletc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire
its distributors and shall be available for insoec
This Evaluation Report consists of pages 1 through
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59165, Florida DCA ANE1983
luation Report shall be provided to the user by the manufacturer or
at the job site at the request of the Building Official.
The facsimile seal appearing was authorized by Robert
oFS '^^ • .� c Nieminen, P.E, on 02/12/2018. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEW ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates. I
2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquiri , a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMC I.L. nor Robert Nieminen, P.E. are, in any way, the Designer. of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
ONEMO I etc.
ROOFING COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof UnderlayTents, as produced by Soprema, have demonstrated compliance with the
fallowing sections of the 6`h Edition (2017) Florida Building Code through testing in accordance with the following
Standards. Compliance is subject to th� Installation Requirements and Limitations / Conditions of Use set forth
herein.
Section
Property
Standard
Year
1504.3.1
Wind Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1507.2.4 / 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012
2012
FRSA/TRI April 2012 (04-12)
Physical Properties
ASTM D6163
2008
TAS 110
Accelerated
Weathering
ASTM D4798
2011
Entity
Examination
Reference
Date
ERD (TST6049)
AST TAS 110
2968.05.04-2
05/14/2004
ERD (TST6049)
Physical Prolperties
2157.02.05
02/03/2005
ERD (TST6049)
ASTM D197Q / TAS 110
2974.03.05-2
05/17/2005
ERD (TST6049)
Wind Resistance
2778.07.05
07/15/2005
ERD (TST6049)
Wind Resistance
2779.11.05-R1
04/18/2007
ERD (TST6049)
TAS 103 / TAS
110
S7120.11.07-2
11/02/2007
ERD (TST6049)
ASTM D1970
/ TAS 110
S13190.02.09-111
04/01/2010
ERD (TST6049)
ASTM D1970
/TAS 110
531370.03.10-1-R1
04/07/2010
ERD (TST6049)
Physical Properties
/Tensile Adhesion
S11150.05.10-R1
09/09/2010
ERD (TST6049)
Physical Properties
/Tensile Adhesion
S11150.05.09-R2
10/05/2010
ERD (TST6049)
ASTM D1976
S37210.11.11
11/09/2011
ERD (TST6049)
ASTM D197I
S40540.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
/ Tensile Adhesion
S43530.02.14-1
02/21/2014
ERD (TST6049).
Physical Pro
erties /Tensile Adhesion
SOPC-SC7645.02.15
02/13/2015
ERD (TST6049)
AcceleratedPWeathering
SOPC-SC8520.14
04/17/2015
ERD (TST6049)
Wind Resist
JJ�dnce
SOPC-SC14045.05.17-R1
06/07/2017
M-D (CER1592)
HVHZ Compliance
15-0508.04
09/24/2015
ICC-ES(EVL2396)
2015IBC Cc
npliance
ESR-1524
.03/01/2017
PRI (TST5878)
Physical Properties
SOP-064-02-01
12/03/2013
Soprema, Inc. (PDM3511)
Equivalency
(Declaration
SA SMOOTH PLY 40
06/29/2015
UL, LLC (QUA9625)
Quality Control
Service Confirmation
Exp. 07/18/2020
4.1 Lastobond TU HT is a self -adhering, I non -woven polyester fabric surfaced, SBS modified bitumen roof
underlayment; meets ASTM D1970 and FRSA/TRI April 2012 (04-12).
4.2 Lastobond Shield is a self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment
available in two widths; 36 and 45 inch; meets ASTM D1970.
4.3 RESISTO SA SMOOTH PLY 40 is a self -adhering, woven polyethylene surfaced, SBS modified bitumen roof
underlayment; available in 3.3 ft x 65 ft rolls; meets ASTM D1470.
4.4 Lastobond Shield HT is a self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof
underlayment; meets ASTM D1970.
NEMO ETC, LLC Evaluation Report S38010.06.09-1112
Certificate o/Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION F1.2569-1114
Soprema Roof Underlayments Revision 12: 02/12/2018
Page 2 of 8
f0NEM0 I etc.
4.5 Lastobond Pro HT-N is a self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment
available in two widths; 36 and 45 inch; meets ASTM D1970.
4.6 Lastobond Pro HT-S is a self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof
underlayment; meets ASTM D1970.
4.7 EnviroShield is a self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof
underlayment; meets ASTM D1970.
4.8 Lastobond 195 is a self -adhering, glass- at reinforced, sand -surfaced, SBS modified bitumen roof underlayment;
meets ASTM D1970.
4.9 Lastobond Eaves Protection Sheet is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen
roof underlayment; meets ASTM D1970.
4.10 Lastobond Eco is a self -adhering, glass-rrat reinforced, sand -surfaced, SBS modified bitumen roof underlayment;
meets ASTM D1970.
4.11 Lastobond Smooth Seal HT is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof
underlayment; meets ASTM D1970.
4.12 RESISTO L81236 is a seIf-adhenng1glass mat -reinforced sand -surfaced, SBS_modlfied-bitumen:roof underlayment,
Cwith.a 36 in.ch sheet width, meets_ASTM D1970.
4.13 PrimeSource Grip -Rite Eave & Valley Protector is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970.
4.14 RESISTO LB1244 is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment,
with a 44-inch sheet width; meets ASTM C 1970.
4.15 Colphene FIR GR is a self -adhering, fiberglass reinforced, granule -surfaced, SBS modified bitumen roof
underlayment; meets ASTM D1970 and FRSA/TRI April 2012 (04-12).
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither MEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting
or design guidance unless retained specifi tally for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this report) refer to current Approved Roofing Materials Directory for fire ratings of
this product.
5.4 Soprema Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval docum rots. If not listed, a request may be made to the Authority Having
Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE
1: ROOF COVER
OPTIONS
Wood or
Slate or
Underlayment
Asphalt
Nail -On
Foam -On
Metal
Composite
Composite
Shingles
Tile
Tile
Shakes &
Shingles
Slate
Lastobond TU HT
- Yes
.Yes
Yes
Yes
Yes.
Yes
5ee5.'5.1,
Lastobond Shield / Pro HT-N /
RESISTO SA SMOOTH PLY 40
Yes
No
No
No
Yes,
Yes
Lastobond Shield HT / Pro HT-S
Yes -
No
No
Yes
Yes -
Yes
EnviroShield
Yes
'No
No
Yes <-
'; „ Yes.
Yes
NEMO ETC, LLC i Evaluation Report S18010.06.09-R12
Certificate ofAuthorizatlon #32455 IP EDITION. (2017) FBC NON-HVHZ EVALUATION F1.2569-1114
Soprema Roof Underlayments Revision 12: 02/12/2018
i Page 3 of 8
ONEMOjetc.
TABLE 1: ROOF COVER
OPTIONS
Wood or
Asphalt' Nail -On
Foam -On
Composite
Slate or
Underlayment
Shigles Tile
Tile
Metal
Shakes &
Composite
Shingles
Slate
Lastobond Eaves Protection Sheet /
}
Lastobond 195
Yes
1
No
No.
No
Yes .
Yes
Lastobond- ECO / RESISTO 1_61236,
E
Grip -Rite Eave & Valley Protector /
Yes
No
No
No
Yes -
Yes
RESISTO LB1244
Lastobond Smooth Seal HT
" ;Yes
No
No
Yes
Yes
Yes
Colphene FR GR
es
Yes
.Yes•
No .
Yes: '
Yes
I
See 5.5.1
5.5.1 "Foam -On Tile" is limited to use of fol
Approved tile adhesives / underlayment combinations.
Adhesive Florida Product Approval Underlayments
Dow TileBond- FL22525 Lastobond TU HT
ICP Adhesives Polyset® AH-160 FL6332 Lastobond TU HT or Colphene FR GR
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Lastobond Shield, Lastobond Pro HT-!1, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S,
EnviroShield, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236, Grip -Rite Eave & Valley Protector, RESISTO LB1244 or Lastobond Smooth Seal HT applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete.
Colphene FR GR applied to:
Y Plywood; ASTM D41 primed plywood; ASTM D41 primed structural concrete.
Note:
➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends priming
with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours.
➢ Soprema requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of
the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Lastobond Shield, Lastobond Pro HT -NI RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S,
EnviroShield, Lastobond TU HT, Lasto�ond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236, Grip -Rite Eave & Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR
applied to:
➢ Dens Deck Prime; SECU ROCK Gypsdm-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof co ering manufacturer's Product Approval. For installations under foam -on
tile systems (Lastobond TU HT only), insulation attachment shall be designed by a qualified design professional
and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D,
Testing Application Standard TAS 114, Appendix J or UL1807.
Refer a f Tile 1 Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report S18010.06.09-R12
Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL2569-R14
Soprema Roof Underlayments Revision 12: 02/12/2018
Page 4 of 8
MEMO etc.
5.6.3 Bond to Mechanically Attached Base Laver:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, -Lastobond Shield HT, Lastobond Pro HT-S,
EnviroShield, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236, Grip -Rite Eave & Valley Protctor, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR
applied to:
r ASTM D226, Type I or II felt; Sopra-G; Modified Sopra-G.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam -on tile systems (Lastobond TU HT only), base layer shall be
attached in accordance with FRSA/TRI April 2012 (04-12).
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of al� underlayment systems beneath foam -on tile systems, where the
underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems
that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum
Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the
ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied).
Refer to FRSA/TRI April 2012 (04-12) or FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure = -45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional) Elastocol S ick, Elastocol 600c or RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT or olphene FR GR, self -adhered.
#2 Maximum Design Pressure = -W.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of .Authority Having
Jurisdiction.
Primer: Elastocol600c
Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered.
#3 Maximum Design Pressure = -150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thorlloughly cleaned to remove dust and debris that may inhibit adhesion. All
sheathing fasteners §hall be driven flush with the surface. All sharp splinters and wood
projections shall be removed/sanded.
Primer: (Optional) RESISTO EtERIOR PRIMER
Underlayment: Lastobond TU HT, self -adhered, shall be thoroughly roll using hand roller and/or weighted
roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -
laps.,
#4 Maximum Design Pressure = -60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC
1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three (3), equally spaced rows
in the center of the sheet.
Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered
5.6.4.1 All other direct -deck, adhered Sopremal underlayment systems beneath foam -on tile systems carry a Maximum
Design. Pressure of-45 psf.
NEW ETC, LLC
Certificate of Authorization #32455
i
C" EDITION (2017) FBC NON-HVHZ EVALUATION
Soprema Roof Underlayments
Evaluation Report S18010.06.09-1112
FL2569-R14
Revision 12: 02/12/2018
Page 5 of 8
ONEMOjetc.
5.6.4.2 For mechanically attached Base Sheet,j the maximum design pressure for the selected assembly shall meet or
exceed that required under FRSA/TRI A ril 2012 (04-12), Appendix A, Table 1A.
5.7
5.8
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment
density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used
methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention
Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
Exposure Limitations:
Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO LB1236,
Grip -Rite Eave & Valley Protector or RESISTO L61244 shall not be left exposed for longer than 30-days after
installation.
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT or Lastobond Pro HT-
S, EnviroShield shall not be left exposed for longer than 90-days after installation.
Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180-days after installation.
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can onl1 be exceeded by using battens during loading of the roof tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR
.
Underlayment Tile Profile
Staging Method
Maximum
Slope
Flat
Max. 10-tile stack
6:12
Lugged
Max. 10-tile stack
5:12
Max. 10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high 6:12
on slope, as shown below)
f
Lastobond TU HT
Lugged
P
Colphene FR GR
Flat
Max. 10-tile stack
5:12
Lugged
Max. 10-tile stack
6:12
NEMO ETC, LLC Evaluation Report S18010.06.09-1112
Certificate of Authorization #32455 67 EDITIOJ(2017) FBC NON-HVHZ EVALUATION FL2569-1114
Soprema Roof Underlayments Revision 12: 02/12/2018
Page 6 of 8
ONEMO I etc.
6.1 Soprema Roof Underlayments shall be i stalled in accordance with Soprema published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, an �J check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to ap lication, and prime the substrate with Elastocol Stick, Elastocol 600c or
RESISTO. EXTERIOR PRIMER (if applicable)I
6.3 Lastob6nd TU..HT, Lastobond, Shield,, La tbbond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT,,
Lastobond Pro HT-S, Enviro5hieldJasto and Eaves, Protection Sheet, Lastobond 195, Lastobond`Eco, Lastobond
Smooth Seal HT, RESISTO LB1236, Grip- ite-Eave'& Valley Protector, RESISTO LB1244 or Colphene k GR:
6.3.1 Shall be installed in. compliance with they requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for
the type of prepared roof covering to be installed.
6.3.2 Non -Tile Applications:
While priming is optional; Soprema recor�lmends priming with Elastocol Stick, Elastocol 600c or-RESISTO EXTERIOR
PRIMER if the final roof cover is not slate tl for installation within 24 hours.
Apply sheet parallel to the roof edge. oll out approximately 10 ft of membrane and peel back the first 3 ft of
release film.
Adhere the exposed -part to the substrat and unroll the remaining membrane as far as possible.
Once the entire length of membrane is.i place, peel -off the release film diagonally. while holding the membrane
tight. Firmly roll the membrane into place to achieve a.bond.
Horizontal seams should be minimum 3-;nches, configured to shed water. Vertical seams should be 6-inches and
staggered not less than 2-ft from vertical seams in the course below. All over -granule end -laps shall be sealed
using either heat -welding or hot air welding techniques.
When installing at slopes above 8:12, Soprema recommends back -nailing in the overlap area at the top of the
sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over
valley or ridge. Drape and press sheet info place, working from the center of the valley or ridge in each direction.
For valleys, apply the sheet starting at the lI lowest point and work upward.
6.3.3 Tile Applications (Lastobond TU HT or Colbhene FR GR only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline.
For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall
outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See
Table 2 herein, and Soprema published requirements for tile staging..
As required by the Building Official or
this product.
NEMO ETC, LLC .
Certificate of Authorization #32455 - 67H
iority Having Jurisdiction in order to properly evaluate the installation of
Evaluation Report S18010.06.09-R12
(2017) FBC NON-HVHZ EVALUATION F1.2569-1114
rcema Roof Underlayments Revision 12: 02/12/2018
Page 7 of 8
ON EMO I etc.
Contact the noted QA agency for informalion on product locations covered for F.A.C. 61G20-3 QA requirements.
The following plants have qualified product under their respective physical properties specifications.
Plant
Specification
Product(s)
Lastobond Shield, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT,
Drummondville,
Lastobond Pro HT-N, Lastobond Pro HT-S, EnviroShield, Lastobond 195,
QC (Canada)
ASTM D1970
Lastobond Eaves Protection Sheet, Lastobond Eco, Lastobond Smooth
Seal HT, RESISTO LB1236, PrimeSource Grip -Rite Eave & Valley
Protector, RESISTO LB1244
ASTM D1970 & FRSA/TRI 04-12
Colphene FR GR
Wadsworth, OH
Lastobond 195, Lastobond Eaves Protection Sheet, Lastobond Eco,
ASTM D1970
Lastobond Smooth Seal HT, RESISTO LB1236, PrimeSource Grip -Rite
Eave & Valley Protector, RESISTO LB1244
ASTM D1970 & FRSA/TRI 0�
-12
Lastobond TU HT; Colphene FR GR
Gulfport; MS
Lastobond 195, Lastobond Eaves Protection Sheet, Lastobond Eco,
ASTM D1970
Lastobond Smooth Seal HT, RESISTO LB1236, PrimeSource Grip -Rite
Eave & Valley Protector, RESISTO LB1244
MIAMI•DADE
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mianddade.aov/economy
GAF
1 Campus Drive
Parsippany, NJ 07054
SCOPE:
This NOA is being issued under the applicable ru}es 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
(In Miami Dade County) and/or the AHJ (in areE
product or material tested for quality assurance I
manner, the manufacturer will incur the expense
suspend the use of such product or material with
if it is determined by Miami -Dade County Produ
requirements of the applicable building code.
This product is approved as described herein, an
including the High Velocity Hurricane Zone of t
DESCRIPTION: GAF Cobra® Ridge
LABELING: Each unit shall bear a permanent 1
statement: "Miami -Dade County Product Control
RENEWAL of this NOA shall be considered
in the applicable building code negatively affe
TERMINATION of this NOA will occur after t
materials, use, and/or manufacture of the product
for sales, advertising or any other purposes shall;
of this NOA shall be cause for termination and. re
ADVERTISEMENT: The NOA number pre(
expiration date may be displayed in advertising
in its entirety.
ite stated below. The Miami -Dade County Product Control Section
other than Miami Dade County) reserve the right to have this
rposes. If this product or material fails to perform in the accepted
f such testing and the AHJ may immediately revoke, modify, or
their jurisdiction. RER reserves the right to revoke this acceptance,
Control Section that this product or material fails to meet the
,as been designed to comply with the Florida Building Code
Florida Building Code.
Exhaust Vent for Roof Ridge
with the manufacturer's name or logo, city, state and following
it unless otherwise noted herein.
a renewal application has been filed and there has been no change
the performance of this product.
expiration date or if there has been a revision or change in the
process. Misuse of this NOA as an endorsement of any product,
omatically terminate this NOA. Failure to comply with any section
►val. of NOA.
by the words Miami -Dade County, Florida, and followed by the
ture. If any portion of the NOA is displayed, then it shall be done
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 j ob site at t e request of the Building Official.
This revises and renews NOA# 14-1022. 10 and consists ofa es 1 through 4.
pages g
The submitted documentation was reviewed by Freddy Semino 0
NOA No.: 17-0822.06
Expiration Date: 11/01/22
Approval Date: 10/19/17
Page 1 of 4
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub -Category: Ventilation
Material: Plastic
Minimum Slope: 2:12
TRADE NAMES OF PRODUCTS MANUF
Product Dimensions
GAF Cobra® Ridge
RunnerTM Exhaust
Vent for Roof Ridge
20' Length (Roll)
11.5" Width
.7" Height
MANUFACTURING LOCATION
1. Cumming, GA.
EVIDENCE SUBMITTED
Test Agency/Identifier
Architectural Testing
Intertek/Architectural Testing
PRI Construction Materials Technologies, Inc.
MIAMI•DADE COUNTY
rURED OR LABELED BY APPLICANT
Test Product
Specification Description
TAS 100 Low profile attic ridge vent in roll form for
installation under ridge shingles.
Name
Report
Date
ASTM D 1929
08532.01-10648
07/10/14
ASTM D635
D8532.01-106-18
07/10/14
ASTM D 2843
D8532.01-106-18
07/10/14
ASTM G155
E2672.01-106-18
07/08/15
ASTM D638
E2672.01-106-18
07/08/15
TAS 100(A)
GAF-783-02-01
08/01/17
NOA No.: 17-0822.06
Expiration Date: 11/01/22
Approval Date: 10/19/17
Page 2 of 4
APPROVED APPLICATIONS
Tradename: GAF Cobra® Ridge
System Type: Mechanical
Slot: Determine whether
each side of ridge.
along the apex of tl
side of the ridge. T
of ridge vent used.
Installation: Place, center and cc
location of the end
baffle alignment. F
nails at pre -marked
corrosion resistant i
substrate is reauirec
Ridge Shingle: Using nail lines pri
shingle manufactm
corrosion resistant
substrate is require
Ventilation Calculations: Refer to
LIMITATIONS:
1. Refer to applicable Building Code required
2. Ridge Vent shall comply with applicable
Exhaust Vent for Roof Ridge
of ridge vent.
e rafters are truss or ridgepole construction. Chalk a cut line of
at a 1 3/�" (no ridge board) or 3'/4" (ridge board) maximum slot
roof by cutting 7/8" (no ridge board) or 1%" (ridge board) on each
slot shall terminate 1 foot shorter at each end than the total length
orm the end of a piece of ridge vent at each end of slots. Mark the
the baffle. Strike a chalk line on both sides of the ridge to produce
-e vent sections centered over the slot using a chalk line. Place
cations on top of the vent. Nails shall be minimum 12 guage 13/4"
g shank roofing nails, a minimum 3/16" penetration into wood
ded on top of vent. Nail cap shingles in place, as per ridge cap
's installation instructions. Nails shall be minimum 12 gauge 13/4"
g shank roofing nails, a minimum 3/16" penetration into wood
s published literature.
Code.
3. Ridge Vent shall not be installed on roof mean heights greater than 33 feet.
4. 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.
5. All approved products listed herein shall be 1'abeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo, city and state of manufacturing facility, and following statement: "Miami -Dade
County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below.
MIAMI-DADE COUNTY
NOA No.: 17-0822.06
Expiration Date: 11/01/22
Approval Date: 10/19/17
Page 3 of 4
f
DETAIL A
20' Length
BOTTOM VIEW
11.5" Wide �
END VIEW
TOP VIEW
END OF THIS ACCEPTANCE
I
NOA No.: 17-0822.06
MIAMI•DADECOUNTY Expiration Date: 11/01/22
Approval Date: 10/19/17
Page 4 of 4
�l TRINITY I ERD
EVALUATION REPORT
Mule -Hide Products Co., Inc.
1195 Prince Hall Drive, Suite A
Beloit, WI 53511-5481
(608)365-3111
SCOPE:
This Evaluation Report is issued under Rule f
construction materials in the State of Florida.
P.E. for use of the product under the Florida
compliance with the 1P Edition (2017) Florida
DESCRIPTION: Mule -Hide TPO-c Single Ply Roof
LABELING: Labeling shall be in accordance with
herein.
CONTINUED COMPLIANCE: This Evaluation Report is
Quality Assurance documentation changes, or prl
this Evaluation Report by the named client col
changes or the referenced Quality Assurance do(
Evaluation Report relative to updated Code requi
ADVERTISEMENT: The Evaluation Report number p
advertising literature. If any portion of the Evalu;
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
Oxford, CT 06478
(203) 262-9245
Evaluation Report M15060.06.09-R5
FL12772-RS
Date of Issuance: 06/24/2009
Revision 5: 09/11/2017
ZO-3 and the applicable rules and regulations governing the use of
! documentation submitted has been reviewed by Robert Nieminen,
ilding Code. The product described herein has been evaluated for
Iding Code sections noted herein.
the requirements the Accredited Quality Assurance Agency noted
ralid until such time as the named product(s) changes, the referenced
(visions of the Code that relate to the product change. Acceptance of
stitutes agreement to notify Robert Nieminen, P.E. if the product
umentation changes. Trinity) ERD requires a complete review of this
•ements with each Code Cycle.
-eceded by the words `Trinity I ERD Evaluated" may be displayed in
tion Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 th
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
4, plus a 27-page Appendix.
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/11/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity I ERD hoes not have, nor does it intend to acquire or will it acquire, a financial interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued. .
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial. interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous I ersions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose. IV
` I
no
TRINITY I ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Single Ply Roof Systems
Compliance Statement: Mule -Hide TPO-c Single Ply Roof Systems, as produced by Mule -Hide Products Co., Inc.
have demonstrated compliance with the following sections of the 6eh Edition (2017) Florida Building Code through
testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and
Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
1504.3.1
1504.7
1507.13.2
1523.6.2
3. REFERENCES:
Kntiiy
ACRC (TST4671)
ACRC (TST4671)
ACRC (TST4671)
ACRC(TST4671)
ACRC(TST4671)
ACRC(TST4671)
ATI(TST1588)
ATI(TST1588)
ATI (TST1588)
CTL (TST 1577)
CTL (TST 1577)
CTL (TST 1577)
CTL (TST 1577)
CTL (TST 1577)
CTL (TST 1577)
CTL (TST 1577)
CTL (TST 1577)
CTL (TST 1577)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 11294)
ERD (TST 6049)
ERD (TST 11294)
ERD (TST 11294)
FM (TST1867)
FM (TST1867)
FM (TST1867)
FM (TST1867)
FM Approvals (TST1867)
Exterior Research and Design, I.I.C.
Certificate ofAuthoriration #9503
Property
Wind
Impact
Physical Pi
Wind
Examination
TAS 114
TAS 114
FM4470
Itl��iCLl.L�'■
FM4470
FM4470
FM4470
TAS 114
TAS 114
TAS 114
TAS 114
TAS 114
TAS 114
TAS 114
TAS 114
TAS 117
FM4470 / FM 4474
FM 4474
FM 4474
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
FM 4474
Physical Properties
FM 4474
FM 4474
FM4470
FM4470
FM4470
FM4470
FM 4470
Standard
FM 4474
FM 4470
ASTM D6878
TAS 114
Reference
07-051
07-059
10-009
11-035
10-018
10-019
01-37050.01
D7772.01-109-18
D7772.02-109-18
CTLA-105R
CTLA-10511-1
CTLA-105R-2
CTLA-106R
CTLA-106R-1
CTLA-10611-2
CTLA-10611-3
CTLA-10611=4
CTLA 111R
02764.09.05-R1
M5830.10.07-R1
M30780.09.09
A35880.04.12-R1
C46470.07.14-1A
C46470.07.14-1B
C46470.07.14-4-R1
C46470.07.14-2A
C46470.07.14-213
13380.01.17
CRL-SC14240.17
CEL-CLT16160.08.17-1
CEL-CLT16160.08.17-2
OV7A4.AM
3Z9A1.AM
3001522
3003393
3012879
e EDITION (2017) FBC NON-HVHZ EVALUATION
Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111
Year
2011
2012
2011
2011
Date
08/29/2007
10/15/2007
05/19/2010
06/28/2011
08/25/2010
08/25/2010
03/13/2000
07/09/2014
07/14/2014
10/13/2008
10/13/2008
10/13/2008
10/16/2008
10/16/2008
10/16/2008
10/16/2008
10/16/2008
01/13/2009
12/10/2007
01/23/2009
09/23/2009
10/26/2012
07/16/2014
07/16/2014
07/21/2014
07/30/2014
07/30/2014
01/27/2017
03/21/2017
08/28/2017
08/28/2017
06/10/1992
10/15/1997
03/26/1999
03/30/1999
04/04/2003
Evaluation Report M35060.06.09-RS
FL12772-RS
Revision 5: 09/11/2017
Page 2 of 4
�I TRINITY I ERD
Entity
Examination I
Reference
Date
FM Approvals (TST1867)
FM 4470
3013584
06/27/2003
FM (TST1867)
FM4470
3014692
08/05/2003
FM (TST1867)
FM4470 / FM 44T4
3017662
06/07/2005
FM (TST1867)
FM4470 / FM 4474
3023032
07/20/2005
FM (TST1867)
FM4470 / FM 4474
3020845
01/25/2006
FM Approvals (TST1867)
FM 4470/4474 I
3023458
07/18/2006
FM (TST1867)
FM4470 / FM 4474
3022174
09/25/2006
FM Approvals (TST1867)
FM 4470/4474
3026964
07/25/2007
FM Approvals (TST1867)
FM 4470/4474
3029840
09/08/2008
FM Approvals (TST1867)
FM 4470/4474
3034985
12/15/2008
FM Approvals (TST1867)
FM4470
3037400
09/02/2009
FM (TST1867)
FM4470
3037525
09/25/2009
FM (TST1867)
FM4470
3037770
10/22/2009
FM Approvals (TST1867)
FM4470/4474
3036762
03/08/2011
FM Approvals (TST1867)
FM4470/4474
3041535
06/08/2011
FM Approvals (TST1867)
FM4470/4474
3039340
06/24/2011
FM Approvals (TST1867)
FM4470/4474
3039762
09/07/2012
FM Approvals (TST1867)
FM4470/4474
3056207
02/09/2016
FM Approvals (TST1867)
FM 4470/4474
RR209155
04/03/2017
PRI CMT(TST5878)
TAS 114 / FM 447
CST-016-02-01
05/04/2011
UL, LLC (QUA9625)
Quality Control
MLA; R13850
08/22/2007
UL, LLC (QUA9625)
Quality Control
Inspection Report
06/01/2017
4. PRODUCT DESCRIPTION:
The following roof covers are mechanically attached or fully adhered to Approved substrates using fasteners, stress
plates and adhesives, as outlined in the Limitations / Conditions of Use herein.
4.1 Mule -Hide TPO-c membranes are nominal 45-mil (1.1mm) or 60-mil (1.5 mm) thick, polyester -scrim
reinforced, thermoplastic olefin (TPO) single -ply roof membranes.
4.2 Mule -Hide TPO-c EXTRA membranes are nominal 72-mil (1.8mm) or 80-mil (2.Omm) thick, polyester -scrim
reinforced, thermoplastic olefin (TPO), single -ply roof membranes.
4.3 Mule -Hide TPO-c Fleece Back membrane is a nominal 45-mil (1.1mm) or 60-mil (1.5 mm) thick, polyester -
scrim reinforced, thermoplastic olefin f}TPO) single -ply roof membrane with a polyester fleece backing.
4.4 Mule -Hide SA-TPO membrane is a nominal 60-mil (1.5-mm) thick, polyester -scrim reinforced, thermoplastic
olefin (TPO) single -ply roof membrane laminated to an elastomeric pressure -sensitive adhesive.
LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for
permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in IFBC HVHZ jurisdictions.
5.3 Refer to a current UL Roofing Materials) Directory for fire ratings of this product.
5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance
with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having
Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511.
Exterior Research and Design, U.C. i Evaluation Report M15060.06.09-RS
Certificate ofAuthoriration #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL12772-RS
Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Revision 5: 09/11/2017
Page 3 of 4
1
i
rTRINIWIERD
5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure
for the selected assembly shall meet Pr exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to
resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data
Sheet 1-29, Roofing Application Sta �darcl RAS 117 and Roofing Application Standard RAS 137. Assemblies
marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet
1-29 (January 2016) for Zone 2/3 enhancements.
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected
assembly shall meet or exceed criti�al design pressure determined in accordance with FBC Chapter 16. No
rational analysis is permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the
existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison
to the minimum requirements for thie system. Testing and analysis shall be in accordance with ANSI/SPRI FX-
1 or Testing Application Standard TAS 105.
5.10 For bonded insulation or membranes over existing substrates in a re -roof (tear off) or recover installation, the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If
any surface conditions exist that bring system performance into question, field uplift testing in accordance
with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
124 shall be conducted on mock-upsl of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system
shall be capable of resisting projec design pressures on its own merit to the satisfaction of the Authority
Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss
Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC
Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS
111, except the basic wind speed shall be determined from FBC Figure 1609.3(1),1609.3(2) or 1609.3(3).
5.13 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.1 Mule -Hide TPO-c Single Ply Roof Systems shall be installed in accordance with Mule -Hide Products Co., Inc.
published installation instructions, subject to the Limitations / Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum
Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects
the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been
applied). Refer to FBC 1609 for determination of design wind pressures.
6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, membrane shall be installed
running perpendicular to steel deck flutes.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product. I
8. MANUFACTURING PLANTS:
Contact the noted Clio agency for information on product locations covered to F.A.C. Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (414) 248-6409; karen.buchmann@ul.com
- THE 27-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT
Exterior Research and Design, U.C. Evaluation Report M15060.06.09-115
Certificate of Authorization #9503 6Te EDITION (2017) FBC NON-HVHZ EVALUATION FL12772-RS
Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Revision 5: 09/11/2017
Page 4 of 4
Q"TRINITYIERD
( APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE )
Table
Deck
Application
Type
Description
Page
1A
Wood
New, Reroof (Tear -Off), Recover
C-1
Mechanically Attached Insulation, Bonded Roof Cover
4
16
Wood
New, Reroof (Tear -Off), Recover
D-1
Insulated, Mechanically Attached Roof Cover
4
1C
Wood
New, Reroof (Tear -Off), Recover
D-3
Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover
4
1D
Wood
New, Reroof (Tear -Off), Recover
E-1
Non -Insulated, Mechanically Attached Roof Cover
5
1E
Wood
New, Reroof (Tear -Off), Recover
E-2
Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover
5
1F
Wood
New Construction
F
Non -Insulated, Bonded Roof Cover
5
2A
Steel or Structural Concrete
New, Reroof (Tear -Off), Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
6-7
2B
Steel or Structural Concrete
New, Reroof (Tear -Off), Recover
C-1
Mechanically Attached Insulation, Bonded Roof Cover
8-9
2B
Steel
New, Reroof (Tear -Off), Recover
C-2
Mechanically Attached Insulation, Plate -Bonded Roof Cover
10-11 ;
2D
Steel or Structural Concrete
New, Reroof (Tear -Off), Recover
D-1
Insulated, Mechanically Attached Roof Cover
12-15
2E
Steel or Structural Concrete
New, Reroof (Tear -Off), Recover
D-2
Insulated, Mechanically Attached Roof Cover (RUSS Strips)
16
-3A-- -
--- --Structural-Concrete- _ ___ _
New, Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
17-18
3B
Structural Concrete
New, Reroof (Tear -Off), Recover �
—C=2
Mechanically-Attached_Insulation, Plate -Bonded Roof Cover
18-19
3C Structural Concrete
New, Reroof (Tear -Off)
F Non -Insulated, Bonded Roof Cover ----__ -_ 19_
4A LWIC
New, Reroof (Tear -Off)
A-1 Bonded Insulation, Bonded Roof Cover 20
4A-1 LWIC over Steel
New, Reroof (Tear -Off)
F Non -Insulated, Bonded Roof Cover 20
4A-2 LWC over Structural Concrete
New, Reroof (Tear -Off)
F Non -Insulated, Bonded Roof Cover 21
5A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 22
6A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 23
613 Steel Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 24
6C Steel Recover D-1 Insulated, Mechanically Attached Roof Cover 25
6D Steel or Structural Concrete Recover E Non -Insulated, Mechanically Attached Roof Cover 26
6E Various Recover F-2 New LWC over Existing Roof, Bonded Roof Cover 27
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. \'
�J
2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
➢ Wood Deck: Mule -Hide Drill Point Fastener or Mule -Hide HDP Fastener with Mule -Hide 3 in. Insulation Plate. Minimum %-inch steel penetration, engage the top flute of the steel deck
➢ Steel Deck: Mule -Hide Drill Point Fastener or Mule -Hide HDP Fastener with Mule -Hide 3 in. Insulation Plate. Minimum %-inch steel penetration, engage the top flute of the steel deck.
➢ Structural Concrete: Mule -Hide HDP Fastener or Mule -Hide Fluted Concrete Nail with Mule -Hide 3 in. Insulation Plate. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the
fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, fiberboard, perlite and/or gypsum -based insulation board that meets the CIA requirements of F.A.C. Rule
61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type C-2 (plate bonded roof cover) or Type D (mechanically attached membrane),
whereby the membrane fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater type, thickness and strength to the steel and concrete
deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through
proper codified and/or FBC Approval documentation.
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report M35060.06.09-115 for FL12772-RS
Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017
Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 1 of 27
\l TRINITY I ERD
S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions:
➢ Mule -Hide Helix® Low -Rise Adhesive (HELIX): Continuous %to 1-inch wide beads, 12-inch o.c.
➢ ICP Adhesives CR-20: Continuous 2X to 3%-inch wide ribbons, 12-inch o.c.
➢ OlyBond 500 (OB-500): Continuous Y. to 1-inch wide ribbons, 12-inch o.c. using PaceCart or SpotShot application devices.
➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocya n u rate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then
the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table:
➢ ICP Adhesives CR-20: MDP -117.5 psf (Min.1.0-inch thick)
➢ OlyBond 500 (OB500): MDP -315.5 psf (Min. 0.5-inch thick Poly ISO 1, H-Shield or ENRGY 3)
➢ OlyBond 500 (OB500): MPD -487.5 psf (Min. 0.5-inch thick Poly ISO 2 or ACFoam II)
8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD-1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Loss
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
10. For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no
rational analysis is permitted.
11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
---- 12.—For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) sfialf be capable-of-resisting_project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 o T t nser ii g Application -Standard TAS124._
13. For System Type D, steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes.
14. For Structural Concrete Deck or Recover Applications using System Type C-2 (Plate Bonded Roof Cover) or Type D (Mechanically Attached Roof Cover), the insulation is optional. Alternatively, min. 0.5-inch HP
Recovery Board, Poly ISO 1-HD, H-Shield HD or SecurShield HD or min. 0.25-inch to 0.625-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board or min. 3/8-inch
Insulfoam R-Tech EPS or Fan -Fold may be used as a separator board, preliminarily attached prior to roof cover installation. The separator component shall be documented as meeting FBC 1505.1 and, for foam plastic,
FBC Chapter 26, when installed with the roof cover in Recover applications.
15. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, I.I.C. d/b/a Trinity ( ERD Evaluation Report M15060.06.09-115 for FL32772-115
Certificate of Authorization #9503 dm EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017
r Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 2 of 27
-,I TRINITY (ERD
16. For adhered membrane systems, side laps shall be minimum 2-inch wide sealed with min.1.5-inch heat weld. Unless otherwise noted, membrane adhesive application rates are as follows:
Membrane
Adhesive
Method
Rate
Mule -Hide TPO-c
Mule -Hide TPO-c Bonding Adhesive (TPO-c BA)
Contact (both sides)
60 ft2/gal
Mule -Hide TPO-c
Aqua Base 120 BA
Contact (both sides)
120 ft2/gal
Mule -Hide TPO-c Fleece Back
Aqua Base 120 BA
Wet lay (substrate)
120 ft2/gal
Mule -Hide TPO-c Fleece Back
Mule -Hide Helix® Low -Rise Adhesive (HELIX)
Wet lay (substrate).
FULL= continuous ribbons, maximum 4-inch o.c.
17. For membrane systems attached using TPO 30-inch Pressure -Sensitive RUSS, the underside of the membrane which comes in contact with the tape shall be primed with HP-250 Primer. The membrane shall be
secured by placing the primed portion onto the tape portion of the TPO 10-inch Pressure -Sensitive RUSS and roll with a steel hand roller to ensure contact.
18. For bonded membrane systems, unless otherwise noted, reference to "Mule -Hide TPO-c" membrane below also includes "Mule -Hide TPO-c EXTRA".
19. Vapor barrier options for use over structural concrete deck followed by adhesive -applied insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in
---- Table 3A applies
VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; FOLLOWED BY ADHESIVE-APPLIED.INS ILATION PER TABLE 3A:
Option #
Primer
Vapor Barrier
--
nation Adhesive_
MDP (psf)
---------____
Type
Application
VB-1.
Carlisle CAV-GRIP Primer
F5`" Air & Vapor Barrier or Carlisle VapAir Sea[ 725TR
Self -adhering
HELIX (RIBBON, 12-inch o.c.)
-97.5
VB-2.
ASTM D41
Carlisle SureMB 90TG Base or SureMB 120 TG Poly Base
Torch -applied
HELIX (RIBBON, 12-inch o.c.)
-97.5
VB-3.
ASTM D41
Carlisle SureMB 90 Base or SureMB 120 Poly Base
Hot -asphalt
HELIX (RIBBON, 12-inch o.c.)
-97.5
20. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design, U.C. d/b/a Trinity ( ERD Evaluation Report M15060.06.09-R5 for FL12772-RS
Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017
Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 365-3111 Appendix 1, Page 3 of 27
�P.TRINITYJERD
.TABLE 1A: WOOD DECKS- NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
System
Deck
Top Insulation Layer
MDP
No.
(Note 1)
Base Insulation Layer
Roof Cover (Note i6)
(Psf)
Type
Fasteners
Attach
W 1
Min. 19/32" plywood or
(Optional) One or more layers,
Min.1.5-inch Poly ISO 1, H-Shield, ACFoam II,
Note 2
1 per 2 ttZ
Mule -Hide TPO-c / TPO-c BA or Aqua
45.0*
wood plank
any combination, loose laid
Poly ISO 2 or ENRGY 3
Base 120 BA
TABLE 1B: WOOD DECKS - NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER
SYSTEM TYPE D-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER '
System
Insulation Layer (Note 14)
Roof Cover
MDP
No.
Roof Deck
(psf)
Type
Attach
Membrane
Fasteners
Spacing
Min. 19/32-inch'plywood or wood plank at max. 24" spans
One or more
Mule -Hide EHD
W-2
attached using 8d ring shank nails spaced 6" o.c. in the field
layers, any
Preliminarily
Mule -Hide
Fasteners and 2.4
6-inch o.c. within.5.5-inch wide laps spaced 90.5 inch
-52.5
and #10 ring shanknaiN spaced-4"o:c. atthe-perimeter
_ -combination
attached
TPO-c
Seam Plates
o.c. Outside of lap sealed with 1.5-inch heat -weld
(
W-3 C
`Nlm`.19/32=inch plWcood*orwood plank -at max: 24"spans
w = ---- - -- --= - -� `
attached using 8d'ring shank n ls,spaced 6 o.E,inythe field
One-or`more)
layers, any��
Preliminarily
-__-. 'r
---
_ _
Mule=Hide t
t-
JMule Hid 1.
- }
-Fasteners.and`2.4
67i6ccti o.c: within 5 5=inch wi eJaps spaced 6fi Sli ch=`
-
`
675]
- f
land #10 ringshank nails-spaced-4" o.c. at the perimeter
combinationT
attachedr
TP.O_c�j
- 1
Seam Plates
o.c. Outside of lapsealeii with 15=inch heat -weld
-- - -
6-inch o.c. within 5-inch wide laps spaced 67-inch o.c.
Min. 23/32-inch OSB at max. 24-inch spans attached using
One or more
Preliminarily
Mule -Hide
Mule -Hide EHD
Outside of lap sealed with 1.5-inch heat -weld and 6-
W-4
8d ring shank nails spaced 6" o.c. in the field and 8" o.c. at
layers, any
attached
TPO-c
Fasteners and 2.4
inch o.c. in one row centered between the laps.
-67.5
intermediate supports
combination
Seam Plates
Center row covered with 6-inch wide cover strip
sealed with 1.5-inch heat weld at all edges
TABLE 1C: WOOD .DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPE D-3: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Insulation (Note 14)
Base Sheet
Roof Cover
MDP
No.
Deck (Note 1)
(Psf)
TypetAttach
Base Sheet
Fasteners
Attach
Membrane
Adhesive
Min. 19/32-inch plywood at
One or more
Atlas Summit
Mule -Hide Drill Point
12-inch o.c. at the 4-inch laps and 12-
W-5
max. 24-inch spans; #10 x 2-
layers, anyse-laid
Synthetic
Fastener and Mule -Hide 2"
inch o.c. at three, equally spaced
Mule -Hide SA-TPO
Self-
adhered
-120.0
inch wood screws, 6-inch o.c.
combination
Underlayment
Seam Plate
rows in the center of the sheet.
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL12772-RS
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 5: 09/11/2017
Prepared by: Robert Nieminen, PE-59166 Mule -Hide TPO-c Single Ply Roof Systems; (608) 36S-3111 Appendix 1, Page 4 of 27