HomeMy WebLinkAboutProduct Approval MIAMtl
� 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 A RECEIVED www.miamidade.eov/economv
Gulf Coast Supply &Manufacturing,LL
4020 SW 449U'Street AN 0 6 ?�r.�Horseshoe Beach,FL.32648 PemnittingLJ
cie County,
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County'RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product
or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is
determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 26 ga. Coastal 5V Roof Panel
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has-been no,change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entiretv.
�
INSPECTION: A copy of this entire NOA shall be provided to the user by the manuf r MU19i ' torsT d
shall be available for inspection at the job site at the request of the Building Official. C�
This NOA renews NOA# 14-0520.02 and consists of pages 1 through 5. R E
ED FOR
The submitted documentation was reviewed by Alex Tigera. CODE OO PLIANC
ST. LUOIE OO
BOC
NOA No.: 19-0807.02
MIAMID DECou►vnr Expiration Date:08/21/24
Approval Date: 08/15/19
Page 1 of 5
'f
ROOFING,SYSTEM APPROVAL:
Category: Roofing
Sub-Category: Metal,Panels(Non-Structural)
Material: Steel
Deck Tyne: Wood
Maximum Design Pressure -156.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED-OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specifications Description
26 ga.Coastal 5V- 1=varies TAS 110 Corrosion resistant,galvanized,preformed,
Crimp Roof Panel w=26" Valspar coated,prefinished,metal panels.
(24"coverage)
h=3/8"
Min. Thickness 0.018"
(26ga.)
Min.Yield Strength: 67ksi
Trim Pieces 1=varies TAS 110 Standard flashing and trim pieces.
w=varies Manufactured for each panel width.
Min. Thickness 0.018"
(26ga.)
MANUFACTURING LOCATION:
1. Horseshoe Beach,FL.
2. Sebring,FL.
3. Stuart,FL.
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
PRI Construction Materials VLS-004-02-01 ASTM G 155 02/22/13
Technologies VLS-005-02-01 ASTM G 23 02/22/13
Force Engineering&Testing Inc. 117-0065T-07A-C TAS 125 08/02/13
Farabaugh Engineering and T215-08A TAS 100 08/13/14
Testing,Inc.
NOA No.: 19-0807.02
wtwr�i•napecou� Expiration Date:08/21/24
Approval Date: 08/15/19
Page 2 of 5
APPROVED ASSEMBLIES:
System A:. 26 ga. Coastal 5V-Crimp Roof Panel
Deck Type: Wood,Non-insulated
Deck Description: New Construction}9/32"or greater plywood or wood plank,or for re-roofing 15/32"or greater
plywood.
Maximum Uplift See Table A below.
Pressure:
Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring
shank nails spaced 6" o.c. In xeroofmg, where the-deck is,-less than 19/32" thick (Minimum
15/32 the above attachment method must be in.addition to existing!attachment.
Underlayment: Minimum-underlayment shall be an ASTM D 226 Type II installed with a minimum 4"side-
lap and 6"end-laps. Underlayment shall be fastened with corrosion resistant tin-caps and 12
gauge 1 %4"annular ring-shank nails,spaced 6"o.'c.at all laps and two staggered rows 12"
o.c.in the field of the roll.Or,any approved underlayment having a current NOA.
Fire Barrier: Any approved fire barrier.having a current NOA. Refer to a current fire directory listing for
'fire ratings of this roofing system assembly as well as the location of the fire barrier within
the assembly. See Limitation# 1.
Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and
with Gulf Coast Supply&Manufacturing LLC's current published installation instructions.
Metal Panels and Install the "26 ga. Coastal 5V-Crimp Roof Panel" and accessories in compliance with Gulf
Accessories: Coast Supply&Manufacturing LLC's current,published installation instructions and details.
Flashing,penetrations,valley construction and other details shall be constructed in
compliance with the minimum requirements provided in Roofing Application Standards RAS
133.
Panel fasteners shall be#9-15 x 1-%2" self drilling, self tapping, hex head screws with sealing
washer of sufficient length to penetrate through the sheathing a minimum of /le inch.
Fasteners shall be installed at a maximum spacing as listed in Table A below parallel to the
slope. Fasteners shall be installed at a maximum of 12"o.c. at panel edge. See detail herein.
TABLE A
MAXIMUM DESIGN PRESSURES
Roof Areas Field Perimeter and Corner'
Maximum Design Pressures -108.5 psf -156.5 psf
Maximum Fastener Spacing 12" o.c. 6" o.c.
1.Extrapolation shall not be allowed
NOA No.: 19-0807.02
MIAMMAoecouNTY Expiration Date:08/21/24
Approval Date: 08/15/19
Page 3 of 5
ti
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. The maximum designed pressure listed herein•shall be applicable to all roof pressure zones(i.e. field,,perimeters;,
and corners).Neither rational analysis,not extrapolation shall be permitted for enhanced fastening at enhanced
pressure zones (i.e.perimeters,extended corners and corners).
3. Panel shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be described-in the
Roofing Application Standard RAS 133.
4. ,: All,panels shall be permanently labeled with the manufacturer's name.and/or logo,-and the following statement:
"Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen
.below. All,clips shall be permanently labeled with the manufacturer's name and/or,logo,and/or model.
MIAMI-DADE COUNTY
ULG U,
5. 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.
r
NOA No.: 19-0807.02
MIAMMADf COU Expiration Date:08/21/24
Approval Date: 08/15/19
Page 4 of 5
PROFILE DRAWINGS
DETAIL A
26 GA. COASTAL 5V-CRIMP ROOF PANEL
24" Coverage
#9-15 x 1 1/2"Woodgrip Screw #9-15 x 1 1/2"Woodgrip Screw
5V-Crimp Panel
Moisture Barrier
Plywood Decking (By others)
(By others)
SeeTable A
Herein for Maximum
Fastening Spacing
5V Panel
END OF THIS ACCEPTANCE
NOA No.: 19-0807.02
MIAMI-DADE COUNTY Expiration Date:08/21/24
Approval Date: 08/15/19
Page 5 of 5
Certificate of Authorization No.29824
C NM%1111111-0 &–d
17520 Edinburgh Drive
FXK;4t:oKTampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 6T"EDITION(2017)
Manufacturer: OWENS CORNING ROOFING AND lssuedAugust 17,2018
1 Owens Corning Parkway DECEIVE
Toledo, OH 43657
(800)438-7465 JAN ?_024
www.owensc6mina.com
Manufacturing Locations: Silvassa, India 9T: WOO.county,Permitting
Novia, China -
Quality Assurance: Intertek Testing Services NA; Inc. (QUA1673)
SCOPE -
Category: Roofing
Subcategory: U nderlayments
Code Sections: 1507.1.1, 1518.4
Properties: Physical properties
REFERENCES
ED-tilt Report No. Standard Year
PRI Construction Materials Technologies(TST5878) OCR-392-02-02 ASTM D 226 . 2009
ASTM D 1970 . 2015
TAS 110 2000
ASTM D 4798/D 4798M 2011
PRI Construction Materials Technologies(TST5878) OCR-394-02-02 ASTM D 226 2009
ASTM D 1970 2015
TAS 110 2000
ASTM D 4798/D 4798M 2011
PRI Construction Materials Technologies(TST5878) OCR-396-02-02 ASTM D 226 2009
ASTM D 1970 2015
PRI Construction Materials Technologies(TST5878) OCR-397-02-02 ASTM D 226 2009
'ASTM D 1970 2015
PRI Construction Materials Technologies(TST5878) OCR-398-02-02 ASTM D 226 2009
ASTM D 1970 2015
PRODUCT DESCRIPTION
RhinoRoof U10 A mechanically 'attached,' 'multilayered polymer woven coated synthetic roof
(Silvassa, India) underlayment (nominal weight = 1.9 Ib.1100ft2). The'und'erlayment shall be used an
alternative to ASTM D 226, Type I or Type II 'roofing. underlayrrients and has
demonstrated a minimum tear strength in -excess of 20 pounds when tested in
accordance with ASTM D 1970. The product is supplied in 10-sq rolls with nominal
dimensions of 42-in. x 286-ft. The product'has demonstrated resistance to weathering
for an equivalent of 60 days in accordance with TAS 110. ,�
RhinoRoof U20 A mechanically attached,' multilayered polym dd synthetic roof
(Silvassa, India) underlayment (nominal weight = 2.35 ILA 00ft2). Th�,�, C3-e QQ atYd underlayment shall be used an
alternative to ASTM D -226, Type- I or Type II roofing underlaymehts and has
demonstrated a minimum tear strength in excess of 20 pounds when tested in
accordance with ASTM D 1970. The product is sup II'e�,i 1,��q�,•,rolls with nominal
dimensions of 42-in. x 286-ft. The proRla's3�gr�s�rated r is`�nce to weathering
for an equivalent of 60 days in accordance T&IMPLIA 0 '
ST. LUCIE C®Uq\'"r°'
OCR18002 FL27945 P-C C p- Page 1 of 3
This evaluation report is provided.for State of Florida product approval under Rule 61 G20=3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration-for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
sCREEKOWENS CORNING ROOFING AND ASPHALT LLC
RhinoRoof and Titanium UDL Underlayments
TECHNICAL SERVICES, LLC
Titanium UDL25 A mechanically attached, synthetic roof underlayment comprised of a woven core coated
(Novia, China) on one side with a polymer coating (nominal weight=2.5 Ib./1001?). The underlayment
shall be used an alternative to ASTM D 226, Type II roofing underlayments and has -
demonstrated a minimum tear strength in excess of 20 pounds when tested in
accordance with ASTM D 1970. The product is supplied in 10-sq rolls with nominal
I dimensions of 48-in, x 250-ft. The product shall be limited to a maximum 30 days
! exposure in accordance with TAS 110.
Titanium.UDL30 A mechanically attached, synthetic roof underlayment comprised of a woven core coated
.(Novia, China) on one side with a polymer coating (nominal weight=4.0 Ib./100fe). The underlayment
shall be used an alternative to ASTM D 226, Type 11 roofing underlayments and has
demonstrated a minimum tear strength in excess of 20 pounds when tested in
accordance with ASTM D 1970. The product is supplied in 10-sq rolls with nominal
dimensions of 48-in. x 250-ft. The product shall be limited to a maximum 30 days
exposure in accordance with TAS 110.
Titanium UDL50 A mechanically attached, synthetic roof underlayment comprised of a woven core coated
(Novia, China) on one side with a polymer coating (nominal weight=4.8 Ib./100fe). The underlayment
shall be used an alternative to ASTM D 226, Type 11 roofing underlayments and has
demonstrated a minimum tear strength in excess of 20 pounds when tested in
accordance with ASTM D 1970. The product is supplied in 10-sq rolls with nominal
dimensions of 48-in. x 250-ft. The product shall be limited to a maximum 30 days
exposure in accordance with TAS 110.
APPLICATION INSTRUCTIONS
Deck Type: The goof deck shall be constructed of closely fitted, solid sheathing for new or existing
construction. New construction in the HVHZ shall be min. 19/32 in. plywood. Sheathing
shall be installed in accordance with FBC requirements. Roof decks shall have no more
than 1/8"gap at abutting joints, r
Attachment method Underlayment shall be installed with a minimum 4-inch head lap and minimum 6-inch
end lap and be fastened as specified in FBC Section 1518.2.
Allowable roof coverings: Mechanically attached asphalt shingles, composite shingles, metal roof panels and
shingles, or wood shakes and shingles
LIMITATIONS
1) This report is only for use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Wind uplift resistance is not within the scope of this evaluation.
4) Installation of the evaluated product.shall comply with this report,the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant.installation detail shall prevail.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Roof slope limitations shall be in accordance with FBC requirements.
7) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped
in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps
shall be staggered between courses in accordance with the manufacturer's application instructions.
8) . The underlayment may be used as described in other current FBC product approval documents.
9) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall'be mechanically
fastened through the underlayment to the roof deck.
10) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated.
11) All products listed in this report shall be manufactured undera quality assurance program in compliance with
Rule 61G20-3.
OCR18002 FL27945 Page 2 of 3
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
' OWENS CORNING ROOFING AND ASPHALT LLC
CREEKRhlnoRoof and Titanium UDL Underlayments
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 6"'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
'V
No 74021 S 2018.08.17
*08:14:52
cc
�•., STATE OF .:�41J —04r00'
P�i��• ,< O R�O P'•��,�� Zachary R. Priest, P.E.
SNo. 74021
S1�N A����,, Organization No.Floridal ANE9 41
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E.does not have, nor will acquire,a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity1rivolved in the approval process of the
product.
END OF REPORT
OCR18002 FI 27945 Page 3 of 3
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
353 Christian Street, Unit 13
17" ERD
RIN
Oxford,CT 06478
(203)262-9245
EVALUATION REPORT 7__i2�EIV�ED
Tarco Roofing Evaluation Report T39820.12.11-R3
One Information Way,Suite 225 JAN ���Q FL9487-RS
Little Rock,AR 72202 Date of Issuance:12/09/2011
ST. Lucia county,permitting
(254)913-7750 Revision 3: 10/02/2017
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. The product described herein has been evaluated for
compliance with the 6:h Edition(2017)Florida Building Code sections noted herein.
DESCRIPTION: LeakBarrier®EasyStick'Modified Bitumen Roof Systems
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. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD 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 "TRINITY1 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 4,plus a 3-page Appendix. REVIEWED FOR
Prepared by: _CODE COMPL NC
ST. LUCM COUNTY
BoFft Copy
gf
Robert J.M.Nieminen,P.E. %� ;_. =Qi r :
.epi C �y!*�'5�.�.'. The latimiliiesea[appearing was authorized byRobert Nieminen,P.E.
Florida Registration No.59166,Florida DCAANE1983 i on 10/02/2017.This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,I.I.C.d/b/a Trinityl 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. Exterior Research & Design, LLC. d/b/a Trinityl 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 Trinityl 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.
:ERD
ROOFING SYSTEMS EVALUATION:
S
1. SCOPE:
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: LeakBarrier® EasyStickm Modified Bitumen Roof Systems, as produced by Tarco Roofing,
have demonstrated compliance with the following sections of the 6th 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 Property Standard Year
1504.3.1 Wind FM 4474 2011
1504.7 Impact FM 4470 2012
1507.10.2 Physical Properties ASTM D226 2009
1507.10.2 Physical Properties ASTM D4601 2012
1507.11.2 Physical Properties ASTM D6163 2008
1507.11.2 Physical Properties ASTM D6164 2011
3. REFERENCES:
gnifty Examination Reference Date
PRI(TST5878) Physical Properties TOT-041-02-01 05/24/2006
ERD(TST6049) Wind-FM4470/4474 TAR-SC7960.01.16 01/31/2016
ERD(TST6049) Wind-FM4470/4474 TAR-SC5670.03.16 03/21/2016
ERD(TST6049) Wind-FM4470/4474 T6460.06.07-R2 05/26/2017
ERD(TST6049) Physical Properties T6470.08.07-R2 06/02/2017
UL(QUA1743) Quality Assurance Service Confirmation Exp.06/28/2020
4. PRODUCT DESCRIPTION:
This Evaluation Report covers LeakBarrier®EasyStick"Modified Bitumen Roof Systems installed in accordance with
Tarco Roofing published installation instructions and the Limitations / Conditions of Use herein. The following
products make up the subject systems.
MAMCIN* z�`�wr
Type Product Specification
Reference Type Grade
LeakBarrier®EasyLayTM ASTM D226 II N/A
Base Sheets: ASTM D4601
LeakBarrier®EasyNailBaseTM II N/A
(published)
Smooth Surfaced Membranes: LeakBarrier®EasyBaseTM ASTM D6163 I S
Granule Surfaced Membranes: LeakBarrier®EasyStick- ASTM D6164 I G
Exterior Research and Design,LLC. Evaluation Report T39820.12.11-R3
eertg1cate of Authorization#-95e3 6TM EDITION(2017)FBC NON-WHZ EVALUATION FL9487-RS
LeakBarrier®EasyStick Modified Bitumen Roof Systems Revision 3:10/02/2017
Page 2 of 4
I
DE'
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD 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 does not form part of this Evaluation Report;refer to'a current Approved 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.
5.7 For mechanically attached insulation or membrane or strip-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. 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 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 critical 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 the 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 membrane 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-ups 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 project design pressures on its own merit to the satisfaction of the
Authority Having Ju.indiction,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 in accordance with FAC Rule 61G20-3.
Exterior Research and Design,LLC. Eva umo on Report 739820.12.11-R3
CertfJlcate of Authorization 89503 6�"EDITION(2017)FBC NON-HVHZ EVALUATION FL9487-RS
LeakBarrier®EasyStick Modified Bitumen Roof Systems Revision 3:10/02/2017
Page 3 of 4
ERD
6. INSTALLATION:
6.1 EasyStick*" Modified Bitumen Roof Systems shall be installed in accordance with Tarco Roofing 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 loads.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
Underwriters Laboratories—QUA1743;(414)248-6409; Karen.buchmann@us.ul.com
-THE THREE(3)PAGES THAT FOLLOWS FORMS PART OF THIS EVALUA77ON REPORT-
Exterior Research and Design,I.I.C. Evaluation Report T39820.12.11-R3
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL9487-R5
LeakBarrier°EasyStick Modified Bitumen Roof Systems Revision 3:10/02/2017
Page 4 of 4
nin
.:' N F.
Table Deck Application Type Description Page
3A Wood New,Reroof(Tear-off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 2
113 Wood New,Reroof(Tear-off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 2
1C-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mach.Attached Base Sheet(naps),Bonded Roof Cover 2
1C-2 Wood New,Reroof(Tear-Oft)or Recover E Non-Insulated,Mach.Attached Base Sheet(screws&plates),Bonded Roof Cover 3
1D Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 3
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 ofthe Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
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: OMG#12 or#14 HD with OMG 3 in.Galvalume Steel Plate(non-ribbed)orTru-Fast DP or HD with Trufast 3"Metal Insulation Plates. Minimum%-inch plywood penetration or minimum
1-inch wood plank embedment.
3. Unless otherwise noted,insulation may be any one layer or,combination of polyisocya nu rate,polystyrene,wood fiberboard,perlite or gypsum-based roof board that meets the CW 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. 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 WDS, FM Loss
Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carrythe 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. For assemblies where all components are fully adhered,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.
6. 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 forthe system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 orTesting Application Stanard TAS 105.
7. 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.
8. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Referto FBC 1609 for determination of design wind loads.
Exterior Research and Design,U.C.d/b/a Trinity(ERD Evaluation Report T39820.12.11-R3 for FL9487-R5
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 3:10/02/2017
Prepared by: Robert Nieminen,PE-59166 LeakBarrier®EasyStickm Modified Bitumen Roof Systems;(254)913-7750 Appendix 1,Page 1 of 3
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System b
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Top Insulation Layer Roof Cover MDP
Deck(Note 1) Base Insulation Layer
No. Type Fasteners Attach Base Ply Ply Cap (pso
W-1. Min.15/32"plywood (Optional)One or more layers, Min.3/8-inch SECUROCK Gypsum- Note 2 1 per 1 ftz EasyBase (Optional)EasyBase EasyStick Plus -525
at max.24"spans any combination,loose laid Fiber Roof Board
Min.15/32"plywood (Optional)One or more layers, Min.2-inch ACFoam II,EnergyGuard x
W-2' at max.24"spans any combination,loose laid Polyiso,ENRGY 3,H-Shield,ISO 95+ Note 2 1 per 1 ft EasyBase (Optional)EasyBase EasyStick Plus -82.5
GL or Multi-Max FA3
-4_ � ��• W"t.
�K*e ,'1 > v°r .S :A .,t v- .'•v. ,1 _ .: .:xf a, :4 t" R 3 .r.'+i°G= % 'r" 9"y.
System Deck(Note 1) Insulation Layer Base Sheet Roof Cover MDP
No. Type Attach Type Fasteners Attach Base Ply Cap (Psf)
W-3. Min.15/32"plywood Any type,thickness or Loose laid EasyLay Note 2 10-inch o.c.in the min.4-inch lap and 10-inch o.c. One or two plies, EasyStick Plus -60.0
at max.24"spans combination in two(2),equally spaced,staggered center rows EasyBase
W 4 Min..15/3Zplywood -Any type,thickness or Loose laid EasyLay Note 2 8-Inch o.c.in the min.4-inch lap and 8-inch o.c.in One°ortwo.plies, ; :EasyStick'Plus -135:0
-at-max.:29--spans ._combination four(4),equally spaced,staggered center rows EasyBase
W-5. Min.15/32"plywood Any type,thickness or Loose laid EasyNailBase Note 2 6-inch o.c.In the min.4-inch lap and 6-inch o.c.in One ortwo plies, EasyStick Plus -135.0
at max.24"spans combination four(4),equally spaced,staggered center rows EasyBase
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System Deck(Note 1) Base Sheet Roof Cover MDP
No. Type Fasteners Attach Base Ply Cap (pso
W-6. Min.19/32"plywood EasyLay 12 ga.annular ring shank nails and min.32 ga,1-5/8" 7-inch o.c,in the 4-inch lap and 7-inch o.c.in three One ortwo plies, EasyStick Plus -60.0
at max.24"spans diameter tin-caps. (Ref: FBC 1517.5) (3),equally spaced,staggered center rows EasyBase
W-7 Min,15/32'plywood EasyLay Simplex MARX Cap Fastener 8-Inch o.c.In the min.4-inch lap and 8-Inch o.c.in One or two plies, EasyStick Plus -82.5
at max.24"spans four(4),equally spaced,staggered center rows EasyBase
W-8. Min.15/32"plywood EasyLay 12 ga.annular ring shank nails and min.32 ga,1-5/8" 4-inch o.c.in the 4-inch lap and 4-inch o.c.in four One or two plies, EasyStick Plus -120.0
at max.24"spans diameter tin-caps. (Ref: FBC 1517.5) (4),equally spaced,staggered center rows EasyBase
W-9. Min.15/32"plywood EasyNailBase 12 ga.annular ring shank nails and min.32 ga.,1-5/8" 4-inch o.c.in the 4-inch lap and 4-inch o.c.in five One or two plies, EasyStick Plus -120.0
at max.24"spans I I diameter tin-caps. (Ref: FBC 1517.5) (5),equally spaced,staggered center rows EasyBase
Exterior Research and Design,U.C.d/b/a Trinity(ERD Evaluation Report T39820.12.11-113 for FL9487-RS
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 3:10/02/2017
Prepared by: Robert Nieminen,PE-59166 LeakBarrier®EasyStickTM Modified Bitumen Roof Systems;(254)913-7750 Appendix 1,Page 2 of 3
;a5'r^
Tv
�a
System Base Sheet Roof Cover MDP
No. Deck(Note 1) Type Fasteners Attach Base Ply Cap (Pso
W-10. Min.15/32"plywood EasyLay Note 2 10-inch o.c.in the min.4-inch lap and 10-inch o.c.in two(2),equally spaced, One or two plies, EasyStick Plus -60.0
at max.24"spans staggered center rows EasyBase
W-11. Min.15/32"plywood EasyLay Note 2 8-inch o.c.in the min.4-inch lap and 8-inch o.c.in four(4),equally spaced, One or two plies, EasyStick Plus -135.0
at max.24"spans staggered center rows EasyBase
FW-12. Min.15/32"plywood 6-inch o.c.in the min.4-inch lap and 6-inch o.c.in four(4),equally spaced, One or two plies,
W-12. Eas
at max,24"spans yNailBase Note 2 staggered center rows EasyBase EasyStick Plus -135.0
AW
Fawa. ..`k.«. a°.'.�.?kW..�.. [ .,.. 4'�9s.�'•i^..,.., as. ;v',„... ' n.5kti ,: I ":1... x59' 'ia,
System Deck(Note 1) Roof Cover MDP
No. Type Joint Treatment Base Ply Ply Cap (psf)
W-13. Min.15/32"plywood None (Optional)EasyBase' (Optional)EasyBase EasyStick Plus -75.0
at max.24"spans
W 14
Min.15/32"plywood Plywood joints are covered with 4-inch wide strips of EasyBase,rolled into (Optional)EasyBase (Optional)EasyBase EasyStick Plus -120.0
at max.24"spans place to create continuous bond.
Exterior Research and Design,LLC,d/b/a TrinitylERD Evaluation Report T39820.12.11-R3 for FL9487-R5
Certificate of Authorization#9503 6EDITION(2017)FBC NON-HVHZ EVALUATION Revision 3:10/02/2017
Prepared by: Robert Nieminen,PE-59166 LeakBarrier®EasyStick''Modified Bitumen Roof Systems;(254)913-7750 Appendix 1,Page 3 of 3