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Product Approval Menu > Product or Aoolication Search > Application List > Application Detail
FL # FL10124-R20
Application Type Revision
Code.Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized, Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
L;
GAF
1 Campus Drive
Parisppany, NJ 07054
(800)766-3411
mstieh@gaf.com
Robert Nieminen
lindareith@trinityerd.com
William Broussard
1 Campus Drive
Parsippany, NJ 07054
(800)766-3411
Tech icalQuestionsGAF@gaf
1 d6 7_ O2
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO i�i ICE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Category
Roofing
Subcategory
Asphalt Shingles
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation'Report - HardcopyReceeived
Florida Engineer or Architect Name who developed the Robert Nieminen CONCEALED FASTENERS ENERS OR ATTACHMENTS
Evaluation Report
ARE THE RESPONSIBILITY. OF THE
Florida License
PE-59166
Quality Assurance Entity
UL LLC CONTRACTOR OF RECORD
Quality Assurance Contract Expiration Date
10/20/2018
Validated By
John W. Knezevich, PE
C, Validation Checklist - Hardcopy Received
Certificate of Independence FL10124 R20 COI 2017 01 COI Nieminen.odf
Referenced Standard and Year (of Standard) Standard Year
ASTM D1970 2015
ASTM D3161 2016
ASTM D3462 2010
ASTM D7158 2011
TAS 107 1995
Equivalence of Product Standards
Certified By
ittps:lw m.floridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BoOyLwXhMdCmfpy[EOlvyCA%3d%3d ; 1/2
i
I
Florida Building Code Online
Sections from the Code
0
Product Approval Method Method 1 Option D
Date Submitted 09/20/2017
Date Validated 09/27/2017
Date Pending FBC Approval 09/28/2017
Date Approved 12/12/2017
summary of Proaucts
FL #
Model, Number or Name
Description
10124.1
GAF Asphalt Roof Shingles
Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge.
asphalt shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL10124 R20 II 2017 09 FINAL ER GAF Asohalt
Shinales FL10124-R20.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Refer to ER, Section S.
Evaluation Reports
FL10124 R20 AE 2017 09 FINAL ER GAF Asphalt
Shinales FL10124-R20.Ddf
Created by Independent Third Party: Yes
Bac Nex
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one.'The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with. an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
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%3d
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f \_
",,�TRINITYJERD
EVALUATION REPORT
GAF,
1 Campus Drive
Parsippany, NJ 07054
(800) 766-3411
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203)262-9245
Evaluation Report 01506.01.08-1122
FL10124-1120
Date of Issuance: 01/03/2608
Revision 22: 09/20/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The 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: GAF Asphalt Roof Shingles
LABELING: 'Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1 / 11905.2.6.1.
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. if the
product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD 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 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 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
The facsimile seal appearing was authorized by Robert Nleminen,
P.E. on 09/20/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity]ERD 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.
2. Trinity [ 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.
5. 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.
I
i
TRINITY JEKU
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the
following sections of the 61h Edition (2017) Florida Building Code and Florida Building Code, Residential Volume
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
Property
Standard
Year
1507.2.4 / 1507.1.1,
Physical Properties
ASTM D1970
2015
R905.2.3 / R905.1.1
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
2010
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D3161
2016
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158
2011
1507.2.7.1, R905.2.6.1
Wind Resistance
TAS 107
1995
3. REFERENCES:
Entity
Examination
Reference
Date
GAF (PDM 1915)
Letter of Equivalency
Seal -A -Ridge Impact Resistant IR
01/13/2012
PRI-(TST5878)
Physical Properties
GAF-025-02-01
03/27/2002
PRI (TST 5878)
ASTM D3462
GAF-059-02-01
09/02/2004
PRI (TST 5878)
ASTM D3462
GAF-080-02-01
05/25/2005
PRI (TST 5878)
Physical Properties
GAF-324-02-01
12/01/2011
PRI (TST 5878)
Wind Driven Rain
GAF-407-02-01
01/21/2013
UL (TST 1740)
ASTM D3462,
93NK6295
11/29/1993
UL (TST 1740)
ASTM D3462
99NK43835
01/12/2000
UL (TST 1740)
TAS 107
94NK9632 .
03/29/2000
UL (TST 1740)
ASTM D3462
01NK06632
02/02/2001
UL (TST 1740)
ASTM D3161, TAS 107
OINK9226
05/21/2001
UL (TST 1740)
ASTM D3161
01NK37122
12/18/2001
UL (TST 1740)
ASTM D3462
OINK37122
12/19/2001
UL (TST 1740)
ASTM D3161, TAS 107
02NK12980
04/10/2002
UL (TST 1740)
ASTM D3161, TAS 107
02NK30871
09/09/2002
UL (TST 1740)
ASTM D3161
03CA5367
03/11/2003
UL (TST 1740)
ASTM D3462
03NK26444
10/17/2003
UL (TST 1740)
ASTM D3462
04NK13850
06/07/2004
UL (TST 1740)
ASTM D3161
04NK13850
06/23/2004
UL (TST 1740)
ASTM D3161
04NK30546
03/10/2005
UL (TST 1740)
ASTM D3462
04NK22009
05/06/2005
UL (TST 1740)
ASTM D3161
04NK22009
05/09/2005
UL (TST 1740)
ASTM D3462
05NK27924
02/10/2006
UL (TST 1740)
ASTM D3161
OSNK27924
02/11/2006
UL (TST 1740)
ASTM. D3161, D3462
06CA18077 .
06/05/2006
UL (TST 1740)
ASTM D3161, D3462
06CA18074
06/16/2006.
UL (TST 1740)
ASTM D3161, D3462
06CA35251
10/18/2006
UL (TST 1740)
ASTM D3462
06CA31603
12/01/2006,
UL (TST 1740)
ASTM D3161, D3462
06CA41095
12/27/2006
UL (TST 1740)
ASTM D3161
07NK05228
03/13/2007
UL (TST 1740)
ASTM D3161
06CA31611
04/04/2007
UL (TST 1740)
ASTM D3161
06CA61148
04/09/2007
UL (TST 1740)
ASTM D3161, D3462
07CA31742
11/08/2007
UL (TST 1740)
ASTM D3161, D7158, D3462
08CA06100
03/13/2008
Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-1122
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.10124-1120
GAF Asphalt Roof Shingles Revision 22: 09/20/2017
Page 2 of 6
Entity
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL (TST 1740)
UL, LLC. (TST 9628)
UL, LLC. (TST 9628)
UL, LLC. (TST 9628)
UL, LLC. (TST 9628)
UL, LLC. (TST 9628)
UL, LLC. (TST 9628)
UL, LLC. (TST 9628)
UL, LLC. (QUA 9625)
UL, LLC. (QUA 9625)
UL, LLC. (QUA 9625)
UL, LLC. (QUA 9625)
UL, LLC. (QUA 9625)
UL, LLC. (QUA 9625)
UL, LLC. (QUA 9625)
UL, LLC. (QUA 9625)
UL, LLC. (QUA 9625)
UL, LLC. (QUA 9625)
UL, LLC. (QUA 9625)
UL, LLC. (QUA 9625)
UL, LLC. (QUA 9625)
4. PRODUCT DESCRIPTION:
Examination
ASTM D3161, D3462
ASTM D3161, D3462
ASTM D3161, D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3462
ASTM D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
ASTM D3462
ASTM D3161, D7158, D3462
ASTM D3161
ASTM D3161
ASTM D3161
ASTM D3161, D7158, D3462
ASTM D3161, D7158, D3462
Quality Control
Quality Control
Quality Control
Quality Control
Quality Control
Quality Control
Quality Control
Quality Control
Quality Control
Quality Control
Quality Control
Quality Control
Quality Control
F\0
\,l TRINITY
Reference
07CA55908
09CA10592
09CA06856
09NK06647
09CA27281
IOCA35554
10CA13686
10CA07264
IOCA11953
1ONK11951
1ONK12070
08CA06100
10CA53934
11CA48924
11CA47919
11CA48408
11CA48725
12CA34891
12CA58151
12CA38083
13CA32332
13CA37934
4786875675
4787434542
Inspection Report, R21, Mobile, AL
Inspection Report, R21, Myerstown, PA
Inspection Report, R21, Tuscaloosa, AL
Inspection Report,. R21, Michigan Cty, IN
Inspection Report, R21, Shafter, CA
Inspection Report, R21, Savannah, GA
Inspection Report, R21, Minneapolis, MN
Inspection Report, R21, Mt. Vernon, IN
Inspection Report, R21, Baltimore, MD
Inspection Report, R21, Tampa, FL
Inspection Report, R21, Dallas, TX
Inspection Report, R21, Ennis, TX
Inspection Report, R21, Fontana, CA
i
ERD
Date
04/01/2008
03/26/2009
05/15/2009
08/01/2009
08/27/2009
03/05/2010
05/15/2010
05/27/2010
10/29/2010
10/30/2010
11/04/2010
01/30/2010
03/31/2011
10/22/2011
12/03/2011
12/08/2011
12/09/2011
10/12/2012
02/15/2013
02/26/2013
06/18/2013
08/02/2013
07/17/2015
05/17/2016
10/25/2016
10/20/2016
11/11/2016
11/01/2016
11/17/2016
11/11/2016
10/25/2016
10/25/2016
10/21/2016
11/17/2016
11/04/2016
11/03/2016
11/01/2016
4.1 Asphalt Shingles:
4.1.1 Marquis®. WeatherMax®, Royal Sovereign® and Sentinel® are a fiberglass reinforced 3-tab asphalt roof
shingles.
4.1.2 Camelot®, Camelot® II, Fortitude TM, Glenwood'", Grand Canyon®, Grand Sequoia®, Grand Sequoia® IR,
Grand Sequoia® ArmorShieldTM, Monaco®, Sienna®, Timberline® American Harvest®, Timberline®
ArmorShieldTM II, Timberline® Natural Shadow®, Timberline HD®, Timberline® Cool Series®, Timberline Ultra
HD® and Woodland® are fiberglass reinforced, laminated asphalt roof shingles.
4.1.3 Slateline® is a fiberglass reinforced 5-tab asphalt roof shingle.
4.2 Hip,& Ridge Shingles:
4.2.1 Seal -A -Ridge® Ridge Cap Shingles, Seal -A -Ridge® IR Impact -Resistant Ridge Cap Shingles, Seal-A=Ridge®
ArmorShieldTM Ridge Cap Shingles and Timbertex° Premium Ridge Cap Shingles are fiberglass reinforced, hip
and ridge asphalt roof shingles.
Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-1122
Certificate ofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-R20
GAF Asphalt Roof Shingles Revision 22: 09/20/2017
Page 3 of 6
1
F)o
TRINITYiERD
f
4.3 Accessory Starter Strips:
4.3.1 Pro -Start® Eave/Rake Starter Strip Shingles and WeatherBlockerlm Premium Eave/Rake Starter Strip Shingles
are starter strips for asphalt roof shingles.
4.3.2 QuickStart® Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS
modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6-
inch or less.
4.3.3 StarterMatchM Starter Strip Shingles are color -coordinated starter strips for use with Grand Canyon® and
Grand Sequoia® series asphalt shingles. StarterMatchTm are installed as the second starter for Grand
Canyon® and Grand Sequoia® series installations.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD 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 FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 Wind Classification:
5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
use in all wind zones up to Vwd = 150 mph (V it = 194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1
and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up
to Vasd =150 mph (V it =194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a
mean roof height of 60 feet or less. Calculations by a qualified design professional are required for
conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 611320-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida. Statewide Product Approval, or be
Locally Approved per Rule 614320-3, per FBC 1507.2.3, 1507.2.4 or R905.2.3.
6.2 Starter Shingles or Starter Strip:
6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip
Shingles and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions.
6.3 Asphalt Shingles:
6.3.1 Installation of asphalt shingles shall comply with the GAF current published instructions, using minimum four
(4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions:
➢ Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield,
and Woodland require minimum five (5) nails per shingle.
➢ Slateline requires minimum six (6) nails per shingle.
6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6
or R905.2.5. Staples are not permitted.
6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. Contact the GAF for details.
Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R22
Certificate of Authorization #95.03 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.10124-1120
GAF Asphalt Roof Shingles Revision 22: 09/M/2017
Page 4 of 6
F)o
TRINITY �ERD
6.4 Hip & Ridge Shingles:
6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and
Seal -A -Ridge ArmorShield Ridge Cap Shingles shall comply with the GAF current published instructions with
a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter
beads of Henkel "Loctite PL S30 Roof & Flashing Sealant".
11.5° Sealant
1 ^ (292 mm) 1" Sellante
(25 mm) (25 mm) Enduit d'etancheite
• • 12"
Nail
Clavo
6 5/8" . 7 5/8" Clouer
(168 - 194 mm)
l I
12"
(305 mm)
6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with GAF current published instructions
with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1
Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant.
16:b' Sealant
17_(292mm 1 Sallan►a
(2n runt) {25 anti,Yndeital'bFancfid;ka
C�.aOar (305cr•.rn)
9"
(24-9 rnrlp
12"
035 rnrr)
6.4.3 Fasteners shall be in accordance with GAF published requirements, but not less than FBC 1507.2.6 or
R905.2.5. Staples are not permitted.
Exterior Research and Design,LLC. Evaluation Report 01506.01.08-RZ2
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-R20
GAF Asphalt Roof Shingles Revision 22: 09/20/2017
Page 5 of 6
TRINITY I ERD
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1,/ R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
U L LLC — QUA9625; (847) 664-3281
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 01506.01.08-1122
Certificate afAutharizatlon #9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-R20
GAF Asphalt Roof Shingles Revision 22: 09/20/2017
Page 6 of 6
2/23QQ18
IIr.
Florida Building Code Online
BCIS Home I Log In I User Registration i Hot Topics I Submit Surcharge ( Stats & Facts I Publications f FBC Staff is BCIS Site Map 1 Links i Search
SCANNED
Product Approval 1(
'L °USER: Public User f�
t, Lucie County
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL1654-1122
Application Type
Revision
j C �;1
1 lii t
Code Version
2017
tt
-1
Application Status
Approved
Comments
Archived
Product Manufacturer
POLYGLASS USA
Address/Phone/Email
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1378 Ext 242
alender@polyglass.com
Authorized Signature
Ariel Lender
alender@polyglass.com
Technical Representative
Maury Alpert
Address/Phone/Email
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912) 429-8610
MAlpert@polyglass.com
I
Quality Assurance Representative
Ariel Lender
Address/Phone/Email
lilt W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1230
ALender@polyglass.com
i
Category
Roofing
I
Subcategory
Modified Bitumen Roof System
i
Compliance Method
I
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
3 a Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
UL LLC
I
Quality Assurance Contract Expiration Date
10/06/2018
Validated By
John W. Knezevich, PE
(J Validation Checklist - Hardcopy Received
Certificate of Independence
FL1654 R22 COI 2017 01 COI Nierriinen.odf
I
Referenced Standard and Year (of Standard)
Standard
Year
ASTM D6162
2008
ASTM D6163
2008
ASTM D6164
2011 J
ASTM D6222
2011 II
ASTM D6509
2009
FM 4470
2012 I
FM 4474
2011
1/2
2/23/2018
Florida Building Code Online
- UL 1697 2012 lil
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/14/2017
Date Validated 09/15/2017
Date Pending FBC Approval 09/22/2017
Date Approved 12/12/2017
$u111R1a�'of Product.4_�w._•„f...'�'3`r'�. i "•"_. '...._'....^^^.".-^�,� `::-•r�w.;^°,•.-.y,r'°'",..,m �- ..:....._,..,..:,."- ...` s�L,
FL #
Model, Number or Name
Descrlptlon °
1654.1
Polyglass SBS and APP Modified
SBS and APP modified bitumen roof systems
Bitumen Roof Systems
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL1654 R22 II 2017 09 FINAL Al ER POLYGLASS MODBIT FL1654-
R22.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5
Created by Independent Third Party: Yes
Other: 1.) The design pressure in this application
Evaluation Reports
relates to one particular assembly over concrete deck.
Refer to the ER Appendix for other systems and deck
FL1654 R22 AE 2017 09 FINAL ER POLYGLASS MODBIT FL1654-
R22.odf
types. 2.) Refer to ER, Section 5 for other Limits of
Created by Independent Third Party: Yes
Use.
,
FM FE1
I
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1),
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provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
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TTRINITYIERD
"APPE dlxl: ATTACHMEM REQUIREMENTS FOR WIND UPDFT RESISTANCE "'" " • _
>' "' _"<, ';
"• - P•" _4. - ` -" v l, =- "" - -
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Table l Deck
Application
Type
Description
Page
1A
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5
1B-1
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-9
1B-2
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10-11
1C
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
11
1D
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-13
1E
Wood
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
14-15
1F-1 Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
16-18
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
19-21
�� . -
i
New or Reroof 1Tear-nffl
F
Non -Insulated. Ronded.Ronf Cover
71
r ructural concrete New, Reroof (Tear -Off) or Recover B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22-24
2B
Steel or Structural concrete New, Reroof (Tear -Off) or Recover C
Mech. Attached Insulation, Bonded Roof Cover
25-28
2C
Steel or Structural concrete New, Reroof (Tear -Off) or Recover D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
29-31
3A
Structural concrete New or Reroof (Tear -Off) A-1
Bonded Insulation, Bonded Roof Cover
32-40
3B
Structural concrete New or Reroof (Tear -Off) F
Non -Insulated, Bonded Roof Cover
40
4A
LWIC New or Reroof (Tear -Off) A-1
Bonded Insulation, Bonded Roof Cover
41-42
4B
LWIC New or Reroof (Tear -Off) A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
43
4C
LWIC New or Reroof (Tear -Off) E
Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover
44-46
SA
CWF New or Reroof (Tear -Off) A-1
Bonded Insulation, Bonded Roof Cover
47
SB
CWF New, Reroof (Tear -Off) or Recover A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
48
SC
CWF New, Reroof (Tear -Off) or Recover B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
49
SO
CWF New, Reroof (Tear -Off) or Recover C
Mech. Attached Insulation, Bonded Roof Cover
49
SE
CWF New, Reroof (Tear -Off) or Recover E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
49
6A
Gypsum Reroof (Tear -Off) A-1
Bonded Insulation, Bonded Roof Cover
50-52
6B
Gypsum Reroof (Tear -Off) or Recover A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
52
6C
Gypsum Reroof (Tear -Off) or Recover C
Mech. Attached Insulation, Bonded Roof Cover
53
6D
Gypsum Reroof (Tear -Off) or Recover E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
53
7A
Various Recover A-1
Bonded Insulation, Bonded Roof Cover
54-58
7B
Various Recover F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
58
The
ollowin notes apply to the systems outlined herein:
I
a 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.
Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
➢ Wood: Minimum 0.75-inch penetration.
➢ Steel: Minimum 0.75-Inch penetration and engage the top flute of the steel deck.
➢ Structural concrete: Minimum 1-Inch embedment into pilot hole In accordance with fastener manufacturer's published installation instructions.
Unless otherwise noted, Insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the OA
requirements of FA.C. Rule 63G20.3 and is documented as meeting FBC 1505.1 and, forfoam plastic, FBC Chapter 26, when Installed with the roof cover.
Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report P9290.02.08-R20 for FL1654-R22
'icate of Authorization R9503 6'x EDITION (2017) FBC NON4iVH2 EVALUATION Revision 20: 09/12/2017
ared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 1 of58
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1.
2.
3.
Exterior
Ce
Pre
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TRINITY ERD
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base
sheet fasteners are Installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration 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. I I
S. Preliminary Insulation attachment for System Type D: Unless otherwise noted, referto SI ection 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 1
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 manufacturers published Instructions.
➢ Hot asphalt (HA): Full coverage at 25-30 Ibs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-Inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c.
➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.25 to 0.5-Inch wide ribbons,12-Inch o.c.
➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCartor SpotShot). Note: OlyBond Green maybe used where OlyBond 500 Is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
➢ ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c
➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulotion 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 polyisocyanurate at the following thickness limitations may be substituted with the fallowing 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 maybe used as a drop -in for the equivalent thicker material listed In the table:
➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP -157.5 psf (Min. 0.5-inch thick)
D OMG OlyBond 500 (OB500): MDP -45.0 psi (Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (OBSOO): MDP -187.5 psf (Min. O.5-inch thick ISO 95+GL)
➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
D OMG OlyBond 500 (OBSOO): MDP -487.5 psf (Min. O.5-Inch thick ACFoam II)
➢ ICP Adhesives & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4 x4 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 wlth 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 WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard 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 Lass
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
I
10. For fully bonded assemblies, 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 analysts 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 TA5 105. i
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) shall 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 or Testing Application Standard TAS 124.
I
13. For Recover Applications using System Type D, the Insulation Is optional; however, the existing roof system shall be suitable for a recover application.
14. 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, U.C. d/b/a Trinity) ERD Evaluation Report P9290.02.08-R20 for FL1654-1122
Certificate of Authorization 89503 6v EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20:09/12/2017
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 2 of 58
15. Onless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
16.
Exte.
Cent!
Prep
rTRINITY I ERD
- TABLE 1: PotyGwssRooF COVERS-
�Reference
Layer
Material
Application
-AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II
(Base and Ply sheets, Asphalt-
IBP
Ply
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBCApproved ASTM D2178, Type IV or VI
Hot Asphalt at 20-40
Ibs/square
Applied)
Note:
Asphalt -applied sheets or Insulation shall not be applied to of - 1m surfaced membranes.
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650
PG350 1.5-2.0
SBS-CA1
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
at
gal/square
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 Type it
Polyplus 35 at 1.5-2.0
SBS-CA2
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
gal/square
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex
Base Ply or Ply
S6 Type II, Polyglass HT Base 650
SBS-AA
(SBS, Asphalt -Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G,
Hot Asphalt at 20-40
Ibs/square
Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Note.
Asphalt -applied sheets or Insulation shall not be applied to poly-fflm surfaced membranes.
Base Ply or Ply
One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base
SBS-TA
650
Torch
(SBS, Torch -Applied)
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G,
-Applied
Cap Ply
Elastoshield TS-G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed)
Base Ply
One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
SBS-SA
Cap Ply
Elastoflex SA P, Elastoflex SA P FR, Polyreflect
Self
(SBS, Self -Adhering)
Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein,
-Adhering
Note:
Elastobase (poly/sond) or Elastobase (poly/poly).
APP-CA1
Cap Ply
Polyflex G FR
PG350 at 1.5-2.0
gal/square
APP-TA
Base Ply or Ply
One or more plies Polyglass APP Base, Polyflex, Polybond
(APP, Torch -Applied)
Cap Ply
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
Torch -Applied
Cap Ply
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool
APP
Note:
Unless otherwise noted,permissible membrane substrates for APP-SA are limited to the SBS-SA Base Plyoptions herein,
Self -Adhering
(APP, Self -Adhering)
Elastobase (poly/sand) or Elastobase (poly/poly).
Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings
associated with coating usage.
➢ PG200 Non Fibered Roof Coating;
➢ PG300 Fibered Roof Coating;
➢ PG600 Non-Fibered Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating;
➢ PG700 High Quality Elastomeric Roof Coating or KM Acryl 25,
➢ PG700Q5 (Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (for granule -surfaced APP or SBS only);
➢ PG800 Asphalt Emulsion Roof Coating;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
➢ Polyplus 65 Premium Fibered Aluminum Roof Coating;
➢ Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
➢ Polybrite 70QS (Quick Set) Premium Grade Elastomeric
Roof Coating or KM Actyl 15-QS (for granule -surfaced APP or SBS only);
➢ Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
or Research and Design, U.C. d/b/a Trinity( ERD
Evaluation Report P9290.02.08-R20 for FL1654-R22
ficate of Authorization #9503
6TM EDITION (2017) FBC NON-HVHZ EVALUATION
Revision 20: 09/12/2017
fired by: Robert Nleminen, PE-59166
Polyglass Modified Bitumen Roof Systems; (570) 384-1230
Appendix 1, Page 3 of SB
II
I
I 'II
ill
TRINITY I ERD
17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. I'
18. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table,
applies: '
a
'VAPOR BARRIER DPfIONS:STRURURALCONCRETEDEIX�ADHEREDINSUTATION PEpTABLE.3A,, �'-' *.�. + ��<'.� � --„-• . '-' �, :--_ ..
`
Option ft
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
1.
T yPe
Attach
VB-1.
PG100
Elastoflex SA V Plus
Self -Adhering
Inta-Stik or CR-20, 12-inch o.c.
-60,0
VB-2.
PG100
Polyglass APP Base
Torch -applied
Inta-Stik or CR-20,12-inch o.c.
-75.0'
VB-3.
PG100
Elastoflex SA P
Self -Adhering
Insta-Stik, 12-Inch o.c.
-75 b
VB-4.
PG100
Elastoflex SA P
Self -Adhering
Millennium One Step Foamable Adhesive, 12-inch o.c.
-157,.5'
VB-S.
PG100
Elastoflex SA P
Self -Adhering
CR-20, 12-inch o.c.
-270.0,
VB-6.
P"'Elastoflex
SA V Base, Elastoflex SA V FR Base,
Elastoflex SA V Plus, Elastoflex SA V Plus FIRAdhesive,
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
OlyBond 500 or CR-20, 12-inch o.c.
-290 U
19. "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.
I
Exterior Research and Design, U.C. d/b/a Trinity) ERD
Certificate of Authorization 89503
Prepared by: Robert Nieminen, PE-59166
6TM EDITION (2027) FBC NON-HVHZ EVALUATION
Polyglass Moldified Bitumen Roof Systems, (570) 384-1230
Evaluation Report P9290.02.08-R20 for FL1654-R22
Revision 20:09/12/2017
Appendix 1, Page 4 of 58
TRINITY j ERD
TABLE 1F-2:.WOOD DECKS— NEW CONSTRUCTION; REROOF (TEAR -OFF) OR RECOVER _
I
SYSTEM TYPE E:.NON-INSULATED; MECHAWCALLY ATTACHED BASE SHEET (SCREWS & PUTEs), BONDED ROOF COVER
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
(Deck (Note 1)
Type
Fasten
Attach
Base Ply
Cap
(Psn
.,,.
SEIYADNEa
BASE PIT:,^
a_ -A
- ,._ ,
, , -
. • �� `�
_ ,
,6
�"lin. 19/32-
Minch
Elastobase, Elastobase P
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast#14
12-Inch o.c. in 4-inch lap and 12-inch o.c. in two
SBS-SA
SBS-SA, APP-SA, SBS-
52.5•
W-136
11 plywood
(poly -film top)
or Trufast 3" Metal Insulation Plate with Trufast HD
(2), equally spaced, staggered center rows
TA, APP-TA
on. 19/32-
Elastobase, Elastobase P
Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast 014
12-inch o.c. In 4-Inch lap and 12-Inch o.c. in two
Polyflex SA Base
APP-TA
-52.5•
W-137
Inch plywood
(poly-filmtop)
or Trufast 3" Metal Insulation Plate with TruMst HD
(2), equally spaced, staggered center rows
W-138
'A•^•m 19/32-
Elastobase, Elastobase P
OMG Flat Bottom Plates (square) with Roofgrip #12
12-inch o.c In 4-Inch lap and 12•fnch o.c. In two
SBS-SA
SBS-SA, APP-SA, SBS-
-60.0•
Inch plywood
(poly -film top)
(2), equally spaced, staggered center rows
TA, APP-TA
W-139
rAin. 19/32-
Elastobase, Elastobase P
OMG Flat Bottom Plates (square) with Roofgrip #12
12-inch o.c. In 4-inch lap and 12-Inch o.c. in two
polyflex SA Base
APP-TA
-60.0•
inch plywood
(poly -film top)
(2), equally spaced, staggered center rows
TABLE 1G: WOOD DECKS=NEW CONSTRUCTION oR REROOF (TEAR -OFF)
s.•.
F.NON-INSULATED; BONDED ROOF COVER • °_ •'' - "
System
(Note 1)
Primer
Roof Cover (Note 15)
MDP (psf)
Joint Treatment
Base Ply
Ply
Cap Ply
�.,
•15/32-
'SBS-SA
.(Optional):SBS-SA, SBS-
SBS-SA,;APP-SA, SBS-
90 0
W-140
gch plywood
None
None
TA, APP-TA
TA, APP-TA
W-141
in. 15/32-
(Optional) PG100
None
Polyflex SA Base
(Optional) APP-TA
APP-TA
-90.0
r ch plywood
15/32-
SBS-SA
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
97 5
W-142
iIn.
i ch plywood
PG100
None
TA, APP-TA
TA, APP-TA
�,,{In. 15/32-
Plywood Joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled Into
Elastoflex SA V Base or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
197.5
W-143
:I1ch piywood
4Iy(�n.
(Optional) PG100
place to create continuous bond.
Elastoflex SA V FR Base
TA, APP-TA
TA, APP-TA
W 144
15/32-
h h plywood
WB-3000
None
SBS-SA
(Optional)
SBS-SA, APP-SA, SBS-
TA, APP-TA
-105.0
in. 15/32-
Plywood Joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
Elastoflex SA V Plus or
(Optional) SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
-135.0
W-145
1 th plywood
(Optional) PG100
place to create continuous bond.
Elastoflex SA V Plus FR
TA, APP-TA
TA, APP-TA
W-146
15/32-
(Optional) PG100
Plywood Joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled Into
Polyflex SA Base
(Optional) APP-TA
APP-TA
-135.0
i Cfjn
h plywood
place to create continuous bond.
Exterior Rese riIch and Design, I.I.C. d/b/a Trinity IERO
Certificate of 4thorization #9503
Prepared by: 4bbert Nleminen, PE-59166
6TM EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (570) 384-1230
i
Evaluation Report P9290.02.08-R20 for FL1654-R22
Revision 20; 09/12/2017
Appendix 1, Page 21 of 58