HomeMy WebLinkAboutEVALUATION REPORTFILE COPY NEOREC$�
Certificate ofAu[hohzatlon #32455
353 Christian Street, Unit #13
Oxford, CT 06478
0 (203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
""WICIN REPORT
Boral Roofing Evaluation Report M36710.12.30-Rli
FL14317-RlO
7575 Irvine Center Drive, Suite 100 SCANNED Date of issuance:12/21/2010
Irvine, CA, 92619 BY Revision 11: 10/12/2018
(602) 269-2288 St. Lucie County
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use o
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: Boral 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 production facility location(s). NEMO ETC, LLC 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 "NEMOI etc. 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 8
Prepared b y'
P
so�q
P.E.
'•?Nz:!_e•s: '"•
''••;t
The facsimile seal appearing was authorized by RobeR
Robert J.M. Nieminen,
;„•�
Nieralnen,P.E.on10112/2018.Thisdoesnotsewesean
Florida Registration No. 59166, Florida DCA ANE1983
electronically signed document.
CERTIFICATION OF INDEPENDENCE: '
1. NEMO 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.
2. NEW 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 acquire, a financial Interest in any company manufacturingor 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. Ig rd for any S.
project nuwhich this E aluation Repocode evaluatio. rt, or previous versions thereof, is/was used for permitting or designher NEMO ETC, LI-C nor Robert Nieminen, P.E. are, In any way, theOgu danceunless retained
specificallyfor that purpose.
0 0
ONEMOletc.
ROOFING COMPONENT EVALUATION:
Sub -Category: Underlayment
Compliance Statement: Boral Roof Underlayments, as marketed by Boral Roofing have demonstrated
compliance with the following sections of the Gth 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. "
Section.
.J'" `•
Wind Uplift
- - -
UL 1897
2012
1504.3.1
1507.1.1, T1507.1.1,
Physical Properties
ASTM D1970
2015
1507.2.9.2
Physical Properties
FRSA/TRI April 2012 (04.12)
2012
1507.3.3
REFERENCES:
Ent'
-
Fxamal Pro e ,
.Reference .:.
-;Date
09/30/2011
ERD (TST 6049)
Physical Properties
M36790.07.11
B40380.08.12
08/28/2012
ERD (TST 6049)
Physical Properties
Tensile Adhesion / LTA
C41420.09.12-2
09/11/2012
ERD (TST 6D49)
Adhesion
841940.09.12
09/1/2012
3
ERD [TST 6049)
ERD (TST 6049)
Tensile Adhesion / LTA
B47390.07.14-1
07/31/201
09/
4
9/04/201/201
ERD (TST 60491
Tensile Adhesion / LTA
B47390.09.14
Equivalency statement
OC (PDM1838)
Physical Properties
NEI-031-02-02:REV
10/27/2010
PRI(T5T 5878)
ASTM D1970
NEI-029-02-01:REV
12/03/2010
PRI (TSr 5878)
ASTM D1970
Tensile Adhesion / LTA
NEI-046-02-OIREV
12/17/2010
12/17/2010
PRI (TST 5878)
FRSA/TRl April 2012
NEI-076-02-01
PRI(TSr 5878)
ASTM D1970
NEI-034-02-02
01/14/2013
PR((TST 5878)
Wind Uplift
BORR-001-02-01
01/29/2013
PRI(TSr 5878)
Wind Uplift
BORR-005-02.01
03/17/2015
PRI (TST 5878)
Tensile Adhesion / LTA
DAPF-002-02-01
06/24/2015
03/08/2018
PRI (TST 5878)
ASTM D1970 (adhesion)
OCF-443-02-01
10/ 1/201/2020
PRi (TST 5878)
UL, LLC. (QUA 9625)
Quality Assurance
Service Confirmation
4.1 Boral® TIIeSeal se is a nominal 50-mil thick, polyester -surfaced, self -adhering SBS moditie0 DRumen roo,
underlayment; meets ASTM D1970.
3
Boral® TileSealin is a nominal 60-mil thick, polyester -surfaced, self -adhering SBS modified bitumen roof
8—underlayment; meets ASTM D1970 and FRSA/TRI 04-12.
-mil thick, polyester -surfaced, self -adhering SBS modified bitumen roof
4.3 Basal® MetalSeal"r is a nominal 60
underlayment; meets ASTM D1970 and FRSA/TRI 04-12.
4.4 GaterSealu is a nominal 55-mil thick, granular -surfaced, fiberglass reinforced, self -adhering SBS modified bitumen
roof underlayment; meets ASTM D1970.
c-surfaced, fiberglass
4.5 CitaclelO Plus is a roofing underlayment for i use asila base -layer in multi ply underlayment systems; self-adhering
ineets IASTM D1970. bitumen
Evaluation Report M35710.12.10•R31
NEMO ETC, LLC FL14317-RID
Certffi ofAuthMzotian #32455 fi^' EDITION (2017) FBC NON-HVH2 EVALUATION Revision 11: 10/12/2018
aural Roof Undedayments; (602) 269.2288 Page 2 of 8
J �
i
ONEMOletc.
5.1 This is a building code evaluation. Neither NEMO 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 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 Laboratory Report; refer to current Approved Roofing Materials Directory for
fire ratings of this product.
5.4 Boral Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. 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 pertains to use of each listed underlayment by -itself beneath the stated roof
o...,.. «,.+he ,....eucAnn incrriunions for multi-olv underlayment options.
TABLE I:
ROOF COVER OPTIONS
' - -
Asphalt
Underlayment
Nail -On Tile
Adhesive -set
Wood Shakes
Me4a1 Slate
metal
&Shingles
Shingles
Boral TileSeal 50w
Yes
No
No
Yes
Yes
Yes
Sorel TileSeal"T
Yes
Yes
Yes
(See 5.5.1)
Yes
Yes
Yes
Boral MetalSeal"T
Yes
Yes
Yes
(See 5.5.1)
Yes
Yes
Yes
GatorSeal
Yes
No
No
No
Yes
Yes
5.5.1 "Adhesive -set Tile" is limited to use of following Approved tile adhesives / underlayment combinations.
-
-
Adhesive
FloridaProdud�
Approval
Underlayments.
DAP Foam Touch'n Seal StormBond Roof Tile Adhesive
FL14S06
Boral TileSeal"T ar Bora1 MetalSeaPn
DAP Foam Touch'n Seal StormBond 2Two-Co mponent
FL21374
Boral Tilesealw or Boral MetaiSealm
Polyurethane Roof Tile Adhesive
Dow TILE BONDTM Roof Tile Adhesive
FL22525
Boral TIleSeal"T or Boral MetalSeal"T
ICP Adhesives Polyset° AH-160
FL6332
Boral TileSeaf'r or Boral MetalSeal'
ICP Adhesives Polyset° PTA-1
FL6276
Boral TileSealw or Boral MetalSealm
J Refer to Tile Manufacturer's or Adhesive Manufacturers Florida ProductApprovai for Overturning Moment Resistance Performance
NEW ETC, LLC Evaluation Report 1435730AL10-11131
CeMQcote ofAuamraotfon@32E55 6T"EDITION (20171 FBC NON-HVHZ EVALUATION FL36317-R30
Boml Roof Underlayments; (602) 269-2288 Revision 11: 10/12/2018
Page 3 of 8
ONEMOletc.
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Citadel Plus, Boral TileSeal 50HT, Boral TileSeal"', Boral MetalSeal"T or GatorSeal:
Plywood (unprimed or primed with ASTM D41 primer).
Boral TileSealHT or Boral MetalSealw:
➢ OSB (unprimed or primed with ASTM D41 primer).
Note: Refer to Section 5.6.4 for uplift limitations associated with direct -deck underlayment installations where the
overlying roof cover is adhesive -set the roofing
5.6.2 Bond to Base Laver Underlavment:
Citadel Plus, Boral TileSeal50', Boral TileSealHT, Boral MetalSealH or GatorSeal:
➢ ASTM D226, Type II felt; Citadel Plus.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under adhesive-settile systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested
in accordance with FBC 1504.3.1.
5.6.3 Bond to Other Substrate Types:
Citadel Plus, Boral TileSeal 50H1, Boral TileSealHT, Boral MetalSealRT or GatorSeal:
➢ ASTM D41 primed metal (e.g., flashing metal, valley metal, etc.).
Boral TileSealHT:
➢ Huber Zip Deck (unprimed or primed with ASTM D41 primer); Dens Deck Prime.
Note: For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval.
5.6.4 Wind Resistance for Underlavment Systems in Adhesive -set Tile Applications: FRSA/TRI April 2012 (04-12) does
not address wind uplift resistance of all underlayment systems beneath adhesive -set 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 (04-22) and are used in adhesive -set 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), Appendix A, Table 1A or FBC 1609 for determination of design wind loads
#1 Maximum Design Pressure=-220.0 post:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional) ASTM D41 to the plywood deck
Base Ply: Citadel Plus, self -adhered
Cap Sheet: Boral TileSealHT or Boral MetalSealn self -adhered, and back -nailed within the selvedge -edge side laps
using 12 ga. x IX" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#2 Maximum Design Pressure = -142.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Ply: None
Cap Sheet: Boral TileSealHT or Boral MetalSealn self -adhered and back -nailed within the selvedge -edge side laps
using 12 ga. x 1Y." ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
Evaluatian Report M35710.12.10-R31
NEMO ETc, LLC FL24317-R10
eerv]-=te of Authorization#32455 hie EDITION (2017) FBC NON-HVHZ EVALUATION
Boral Roof Underlayments, (602) 269-2Z88 Revision 11: 10/12/2018
Page 4 of 8
ONEMOletc.
#3 Maximum Design Pressure=-202.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Tropical Roofing Products #410 Quick Dry Primer or other ASTM D41 primer to the plywood deck
Base Ply: None
Cap Sheet: Boral TileSealworBoral MetalSealw,self-adhered, and back -nailed within the selvedge -edge side laps
using 12 ga. x IYo" ring shank nails through 32 ga.,1-5/8" diameter tin caps spaced 12-inch o.c.
#4 Maximum Design Pressure=-210.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: KARNAK #89 Sta-Tak Primer to the plywood deck
Base Ply: None
Cap Sheet: Boral TileSealw or Boral MetalSealn self -adhered, and back -nailed within theselvedge-edge side laps
using 12 ga. x 1Y." ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
#5 Maximum Design Pressure=-120.0 psi:
Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: ASTM D41 to the concrete deck
Base Ply: (Optional) Citadel Plus, self -adhered
Cap Sheet: Boral TileSealRr or Boral MetalSeal"r, self -adhered
5.6.4.1 Note: For adhesive -set tile systems, if there is a base ply or mid -ply of Citadel Plus in the system, the project design
pressure requirements may not exceed -120 psf.
5.7 Exposure Limitations:
GatorSeal shall not be left exposed for longer than 30-days after installation, prior to placement of final roof cover.
Boral TileSeal 50', Boral TileSealw or Boral MetalSealw shall not be left exposed for longer than 180-days after
installation, prior to placement of final roof cover.
Citadel Plus, for use as a base -layer in a multi -ply underlayment system, shall not be left exposed for longer than
180-days after installation, prior to placement of subsequent underlayment layer.
5.8 Tile Slippage Limitations IFRSA/TRI April 2012104-12)1:
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
6.1 Boral Roof Underiayments shall be installed in accordance with Boral Roofing published installation instructions
subject to the Limitations set forth in Section 5 herein and the specifics noted below. '
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application, and prime the substrate (if applicable).
6.3 Install self -adhering underlayment when ambient and surface temperatures are minimum 40°F and rising.
NEMO ETC, LLC Evaluation Report M35710.1L10-R11
Centilmre o/Authonvotion 432455 6TM EDITION (2017)FBC NON-HVHE EVALUATION F14317-R10
Boml Roof Underlayments; (602) 269-2288 Revision 11: 10/12/2018
Page 5 of 8
4NEMOletc.
6.4 Citadel Plus:
6.4.1 Citadel Plus is limited to use as a base or mid -layer in multi -ply underlayment systems beneath Boral TileSeal 50"r,
Boral TileSealm or GatorSeal.
6.4.2 Slope limitations are those associated with the top -layer underlayment.
6.4.3 Direct to Deck:
Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge,
extending over by Y.-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place
the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with
a weighted roller.
Fasten the top edge of the sheet to the deck with corrosion resistant roofing nails, nails & tin -tags or 1-inch
diameter plastic or steel cap nails spaced maximum 12-inch o.c. Overlap successive coursesthe entire width of the
black -selvedge area, minimum 2 inches (horizontal lap) and minimum 6" end (vertical) laps.
Install final underlayment layer atop Citadel Plus per 'direct -to -deck' instructions for Boral TileSeal 50"r, Boral
TileSealHT, Boral MetalSeal"r or GatorSeal.
6.4.4 To Base Sheet:
Install base sheet of ASTM D226, Type f felt in accordance with Code requirements or install base ply of Citadel
Plus in accordance with Boral Roofing published installation instructions and. Section 6.4.3 and when used as part
of a multi -ply system.
Install optional Citadel Plus as a mid -ply in accordance with Boral Roofing published installation instructions and
Section 6.4.3.
Install final underlayment layer atop Citadel Plus per 'direct -to -deck' instructions for Boral TileSeal 50n Boral
TileSeal"r or GatorSeal.
Note: For adhesive -set tile systems, if there is a base ply or mid -ply of Citadel Plus in the system, the project design
pressure requirements may not exceed -120 psf.
6.5 Boral•TileSeaf5CF:
6.5.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment In FBC Table 1507.1.1 for
the type of prepared roof covering to be installed.
6.5.2 Do not use Boral TileSeal 501 on roof pitches less than 2:12.
6.5.3 Non-TileADolications Direct to Deck:
Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge,
extending over by Y.-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place
the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with
a weighted roller.
Fasten the black selvedge edge to the deck with corrosion resistant roofing nails, nails & tin -tags or 1-inch diameter
plastic or steel cap nails spaced maximum 24-inch o.c. for slopes below 7:12 and maximum 12-inch o.c. for slopes
7:12 and greater. Overlap successive courses the entire width of the black -selvedge area, minimum 3-inch.
Seal under end'(vertical) laps using approved mastic, or use Joined and Folded Seam or Inverted Sheet Seam
method detailed in Boral Roofing published installation instructions.
NEMO ETC, LLC Evaluation Report M35710.12.10-Rll
Cenifimte o)Authamafion D32455 61e EDITION (2017) FBC NON-HVHZ EVALUATION FL14317-RID
Boral Roof Underlayments: (602) 269-2288 Revision 12--10/12/2018
Page 6 of 8
8
ONEMOjetc.
6.5.4 Non -Tile Applications to Base Sheet:
Install ASTM M26, Type II felt in accordance with Code requirements or install Citadel Plus in accordance with
Boral Roofing published installation instructions and Section 6.4.
Install Boral TileSeal 50HT in accordance over ASTM D226, Type 11 felt or Citadel Plus with Boral Roofing published
installation instructions and Section 6.5.3, except end (vertical) laps, described below.
Apply SBS Mastic under all end (vertical) laps or any other laps where the self -adhering bituminous underside is in
contact with the fabric top surface, rolling the interface into place with a weighted roller.
6.6 GatorSeal:
6.6.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for
the type of prepared roof covering to be Installed.
6.6.2 Do not use GatorSeal on roof pitches less than 2:12.
6.6.3 Non -Tile applications Direct to Deck:
Cut the membrane into manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge,
extending over by X-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place
the membrane with the exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with
a weighted roller.
Fasten the black selvedge edge to the deck with corrosion resistant roofing nails, nails & tin -tags or 1-inch diameter
plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 12-inch o.c. for slopes 7:12 and greater.
Overlap successive courses the entire width of the black -selvedge area, minimum 3-inch.
Seal end (vertical) laps using SBS Mastic under all side (vertical) laps or any other laps where the self -adhering
bituminous underside is in contact with the granular or mineral top surface, rolling the interface into place with a
weighted roller, or using the Inverted Sheet Seam detailed in Boral Roofing published installation instructions.
6.6.4 Non -Tile Applications to Base Sheet:
Install ASTM D226, Type 11 felt in accordance with Code requirements or install Citadel Plus in accordance with
Boral Roofing published installation instructions and Section 6.4.
Install GatorSeal OVerASTM D226, Type II felt or Citadel Plus in accordance with Boral Roofing published installation
instructions and Section 6.6.3 except end (vertical) laps, described below.
Apply SBS Mastic under all side (vertical) laps or any other laps where the self -adhering bituminous underside is In
contact with the granular top surface, rolling the interface into place with a weighted roller.
6.7 Boral TileSeal"' or Boral MetalSeal" : `
6.7.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment In FBC Table 15o711 for
the type of prepared roof covering to be installed.
6.7.2 Do not use Boral TileSeal"T or Boral MetalSeal"T on roof pitches less than 2:12.
6.7.3 Non -Tile Applications Direct to Deck:
For OSB substrate, prime with ASTM D41 primer and allow t0 dry prior to installation. Cut the membrane into
manageable lengths, typically 10 to 12 ft. Align the membrane parallel to the roof edge, extending over by Y-inch.
Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the
exposed rubberized asphalt onto the deck, pressing firmly into place. Roll into place with a weighted roller.
Fasten the black selvedge edge to the deck with roofing nails, nails & tin -tags or 1-inch diameter plastic or steel
cap nails spaced maximum 12-inch o.c. Overlap successive courses the entire width of the black -selvedge area,
minimum 3-inch.
Seal under all end (vertical) laps using approved mastic or use Inverted Sheet Seam method detailed in Boral
Roofing published installation instructions.
Evaluation Report M35710.12.10-R31
NEMO ETC, LLC FL14317-R10
Ceniflone ofAuMorizotim N32455 0 EDITION (2017) FBC NON-HVHI EVALUATION Revision 11: SO/12/2018
Boral Roof Underlayments; (602) 269-2286 page 7 of 8
ONEMOletc.
6.7.4 Non -Tile Applications, to Base Sheet:
Install ASTM D226, Type II felt in accordance with Code requirements or Install Citadel Plus in accordance with
Boral Roofing published installation instructions and Section 6.4.
Install Boral TileSealw or Boral MetalSeal"T over ASTM D226, Type II felt or Citadel Plus In accordance with Boral
Roofing published installation instructions and Section 6.7.3, except end (vertical) laps, described below.
Apply SBS Mastic under all end (vertical) laps or any other laps where the self -adhering bituminous underside is in
contact with the fabric top surface, rolling the interface into place with a weighted roller.
6.7.5 Tile Applications:
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 mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s),
Base Sheet fastening shall be not less than FRSA/TRI April 2022 (04-12), Table 1.
For adhesive -set tile applications, refer to Section 5.6.4 herein.
Note: For adhesive -set tile systems, if there is abase ply or mid -ply of Citadel Plus in the system, the project design
pressure requirements may not exceed -120 psf.
Refer to Section 5.8 for tile staging limitations. Battens must be used for all tile installations atop Boral TileSeaF
or Boral MetalSeal"T with roof pitches of 2% to less than 3:12. Boral Roofing's Elevated Batten System or counter
battens are required.
BUILDING OERWIT m
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
Brentwood, NH
UL, LLC. — QUA9625; (631) 546-2458;
END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report M35710.12.30-R11
Certlficcte ofAuthorlmdon 432455 67' EDITION (2017) FOC NON-HVHZ EVALUATION FL14317-RlO
Ronal Roof Underlayments; (602) 269-2288 Revision 11: 10/12/2018
Page 8 of 9
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization 99503
353 CHRISTIAN STREET, UNIT#13
E-RD OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
East Coast Metals, Inc. Evaluation Report E10240.0g.06-R4
SCANNED FL5374-R4
2301 West 8 Lane BY Date of issuance: 09103/2008
Hialeah, FL 33010 St. Lucie County Revision 4: 03/17/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use o
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nleminen, 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 5th Edition (2014) Florida Building code sections noted herein.
DESCRIPTION: East Coast Metals Channel Metals
LABELING: Labeling shall be in accordance with the requirements 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. TrmitylERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle. ERD Evaluated" may be displayed in
ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity)
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 7.
Prepared by:
Robert I.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
Thet:uimta sealapp¢arinEvas aWh.,hed by "ben N!envom
P.E on W/17/20s5. Thudcesnii' eMo asan eleamn!callysii{ned
dowinene Si¢nedsealetl hastlmpies have aeent2mminetlmths
pmdu APpmvalAdM!N mmrandtothemmedc4ent
CERTIFICATION OF INDEPENDENCE:
1. Trinityl ERD does not have, nor does it intend to acquire or will it acaulre, 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. products for
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing p
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, e Designer of Recor or any
the
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Roofing Accessories that are an Integral Part of the Roofing System
Compliance Statement: East Coast Metals Channel Metals, as produced by East Coast Metals, have demonstrated compliance
with the following sections of the 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
1507.3.7
Installation, non-HVHZ
FRSA/TRI April 2012(04-12)
2012
1518.8.1
Installation, HVHZ
RA5118,13.9 & 120
1995
1523.6.5.2.2
Static Uplift Resistance
TAS101
1995
1711.2.1
Static Uplift Resistance
SBCCI SSTD 11
1997
3. REFERENCES:
Enti
Examination
Reference
Date
ERD (TST6049)
Static Uplift Resistance
E42730.08.13
08/23/2013
ERD (TST6049)
Static Uplift Resistance
ECWSC6795.22.14-1
02/27/2015
ERD (TS76049)
Static Uplift Resistance
ECtvi-SC6795.12.14-2
02/27/2015
Florida TEC(TST7393)
TA5201
520-62SR
10/27/2010
PRI (TST5878)
TAS101
ECM-001-02-01
09/21/2001
PRI(TST5878)
TAS101
ECM-003-02-01
05/13/2008
PRI(TSTS878)
TAS101
EC10-004.02-01
06/13/2008
PRI(TST5878)
TAS101
ECM-005-02-01
06/13/2098
PRI (TSTS878)
TAS101
ECIVI-006-02-01
06/13/2008
PRI (TS5878)
TAS101
ECM-007-02-01
06/13/2008
PRI(TST5878)
TAS101
ECM-008-02-01
06/13/2008
Florida Building Code
Attachment Requirements
FRSA/TRI April 2012(04-12)
04/2012
Florida Building Code -HVHZ
Attachment Requirements
RA5118, 119 and 120
1995
East Coast Metals
Metal Quality
Mi[ICertifimions
Various
Architectural Testing (QUA1844)
Quality Control
Participation Letter
Exp.12/31/2018
4. PRODUCT DESCRIPTION:
4.1 Hip & Ridge Channel Metal: Pre -formed metal channel
designed for use as a hip and ridge base to which roof tiles
are bonded in FBC Approved roof tile adhesive.
Hip & Ridge Channel Metal is available in 119-3/8-inch (±
3/8-inch) length by 2.5, 3, 3.5, 4, 5, 6 or 7-inch L 3/8-inch)
heights with 1.5-inch (±1/16-inch) deck -flanges.
a.Rterior Research and Design, U.C. Evaluation Report E70240.08.08-114
C ni%$ate afAuthonmtion 09503 F 374114
Revision 4: D3/17/201S
?age 2 of 7
4.2 Trim Lock Channel Metal: Pre -formed metal channel
designed for use as a hip and ridge base to which roof tiles
are bonded In FBC Approved roof tile adhesive. Trim Lock
Channel Metal is characterized by its profiled and
perforated upper horizontal flange designed to receive
and allow for interlockwith the overlying tile adhesive.
Trim Lock Channel Metal is available in 119-3/8-inch (±
3/8") length by 3, 3.5, 4, 5 or 6-inch (±3/8-inch) heights
with 1.5-inch (±1/164nch) deck -flanges.
4.2 Trim Lock Pius Channel Metal: Pre -formed metal channel
designed for use as a hip and ridge base to which roof tiles
are bonded in F8C Approved roof file adhesive. Trim Lock
Plus Channel Metal is characterized by Its profiled and
perforated upper horizontal flange designed to receive
and allow for interlock with the overlying tile adhesive
and its perforated deck flanges, designed for installation
atop the roof underlayment via placement in FBC
Approved roof tile adhesive, which flows -through and
interlocks with the underlying adhesive.
Trim Lock Plus Channel Metal is available in 119-3/84nch
(±3/8") length by 3, 3.5, 41 5 or 64nch (±3/8-inch) heights
with 1.5-inch (±1/164m:11) deck -flanges.
4.4 East Coast Metals Channel Metals are fabricated of the following metals:
r Galvanized Steel: Min. 0.019 ± 0.002-inch, ASTM A653 (G-90), min. 33 KSI.
i Galvalume Steel: Min. 0.019±0.002-inch, ASTM A792, AZ55, min. 35 KSI.
> Aluminum: Min. 0.032±0.002-inch, ASTM 13209, 3003-H14, min. 211CSI.
D Stainless Steel: Min'. 0.019±0.002-inch, ASTM A240/A480, T304, min. 35 KSL
5. LIMITATIONS:
either
tyrJERD
5.1 building
ny project on which this) Evaluation Report, orrprevoNusversienninen, P.E. e
This is a ions thereof, used for permitting
, in any Way, the Designer of
Record foraor
design guidance unless retained specifically for that purpose.
Evaluation Report E10240.08.08-R4
Exterior Research and ➢esfgn, I.I.C. FL5374-R4
Cerlikate ofAutheri wren g9sa3 Revision 4: 03/17/2015
Page 3 of 7
TRI47f ER®
5.2 FOR HVHZ JURISDICTIONS:
5.2.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to FBC RAS 118, Drawing 13, .Detail 3; RAS 119,
Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3. For Trim Lock:.Plus Channel Metal, refer to the installation
instructions herein.
5.2.2 For HVHZ jurisdictions, installations of Hip & Ridge Channel Metal and Trim Lock are prescriptive by RAS 118, 119 and
120, and the data in Tables 1A and 1B is supplemental to these prescriptive allowances.
Installations of Trim Lock Plus are limited to projects having a required moment resistance (M,J or uplift resistance (F,),
as determined in accordance with RAS 127, not greater than the followinilvalues.
Referto the tile adhesive manufacturer's published installation instructions for adhesive paddy placement details.
Y "INDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in its own, single
foam paddy, tile head laps are not bonded. This method is limited to 2-part tile adhesives. Allowable
performance data below for "INDEPENDENT" paddy placement already has a 2 to 1 margin of safety applied to
ultimate performance. I I
➢ "INTERDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in a foam paddy,
and a second foam paddy bonds the tile head lap, or two tiles are bonded to the Channel Metal using a single
foam paddy. Allowable performance data below for "INTERDEPENDENT" paddy placement already has a 4 to 1
margin of safety applied to ultimate performance.
- TABLE IA: PERFORMANCE LIMrTATI0N5- HVHZ, INDEPENDENT PADDY PLACEMENT
(2 To I N0IRGM OFSAFETYAIAMYAPPUEO)
Hip/Ridge Metal
Tile
Adhesive
Allowable Performance
Design
Metal Type
Type
Placement
Moment Based
Uplift Based
Mr(ft-lbf)
F'(Ibf)
Hip &Ridge
galvanized
[layer
3M`"2-Component Foam
independent
127
169.
Channel Metal
concrete
Roof Tile Adhesive AH-160
Trim Lock
galvanized, Galvalume°,
clay or
3M'"2-Component Foam
Independent
171
159
aluminum or stainless steel
concrete
Roof Tile Adhesive AH-160
Trim Lack Plus
galvanized, Galvalume°,
clay or
3M"'2-Component Foam
Independent
177
165
aluminum or stainless steel
concrete
RoafTile Adhesive AH-160
TABLESB: PERFORMANCE Limrm 10Ns-HVHZ, INTERDEPENDENT PADDYPLACEMENT
(4 w 1 W RO1N OFSAFETYALRFADYAPPL1W)
Hip/Ridge Metal
Tile
Adhesive
Allowable Performance
Moment Based
Uplift Based
Design
Metal Type
Type
Placement
M,(ft-ibf)
F'(Ibf)
Trim Lock or Trim
galvanized, Galvalumee,
day or
3M'" 2-Component Foam
Interdependent
95
88
Lock Plus
aluminum or stainlesssteel
concrete
Roof Tile Adhesive AN-160
Trim Inch
galvanized, Galvalumee,
clay or
3M'" Roof Tile Adhesive
Interdependent
99
94
stainlesssteel
concrete
RTA-1
Trim Inch
aluminum
day or
3M"' Foam Roof Tile
interdependent
90
84
concrete
Adhesive RTA-1
Trim Lod[ Plus
galvanized, Galvalume°,
dayor
3M-Foam Roof Tile
Interdependent
90
84
aluminum or stainless steel
concrete
Adhesive RTA-1
i
Trim Lack
galvanized, Galvalumee or
dayor
TILE BOND"' Roof Tile
interdependent
123
117
stainlesssteel
concrete
Adhesive
Trim Lock
aluminum
dayor
TILE BOND'" Roof Tile
Interdependent
79
73'
concrete
Adhesive
Trim Lock Plus
galvanized, Galvalume9,
clay or
TILE BOND"' Roof Tile
Interdependent
79
73'
aluminum or stainless steel
concrete
Adhesive
Trim Lock
galvanized, Galvalumee or
day or
Touch'n Seal StormBond
Interdependent
146
139
stainlesssteel
concrete
I Roof Tile Adhesive
Trim Lock
Aluminum
clay or
Touch'n Seal StormBond
Interdependent
58
S4
concrete
Roof Tile Adhesive
Trim Lock Plus
galvanized, GalvalumeO,
dayor
Touch'n Seal StonnBond
Interdependent
58
54
aluminum orstainless steel
concrete
Roof Tile Adhesive
Exterior Research and Design, U.C. evaluation Report E10240.08.08-114
Certirmte cfAuthodrudea#9303 - F1-8374-114
Revision 4:03/17/2015
Page 4 of 7
5.3 FOR NON-HVHZIURISDICTIONS:
5.3.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to FRSA/TRI April 2012 (04-12). For Trim Lack Plus
Channel Metal, refer to the installation instructions herein
5.3.2 For non-HVHZ, installations are limited to projects having hip and ridge design pressure requirements, determined in
accordance with Table 3A'of FRSA/TRI April 2012 (04-12), not greater than the following values. Refer to the tile
adhesive manufacturer's published installation instructionsfor adhesive paddy placement details.
T "INDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in its own, single
foam paddy; tile head laps are not bonded. This method is limited to 2-part tile adhesives. This method is limited
to 2-part the adhesives. Allowable performance data below for "INDEPENDENT" paddy placement already has a 2
to 1 margin of safety applied to ultimate performance.
D "INTERDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in a foam paddy,
and a second foam paddy bonds the tile head lap, or two tiles are bonded to the Channel Metal using a single
foam paddy. Allowable performance data below for "INTERDEPENDENT" paddy placement already has a 4 to 1
margin of safety applied to ultimate performance.
TABLE2A: PERFORMANCE LIMRATONs—NON-HVHZ, INDEPENDENT PADDY PLACEMENT
(2 Tol MARGINOFSAFETYALRMDYAPPLIM)
Hip/Ridge Metal
Tile
Adhesive
Allowable Uplift
(psf)
Design
Metal Type
Type
Placement
Hip &Ridge
galvanized
day or
3M"'2-Camponent Foam Roof
Independent
169
Channel Metal
concrete
Tile Adhesive AH-160
Trim Lock
galvanized, Galvalume-, aluminum or
clay or
3M'" 2-Component Foam Roof
Independent
173
stainless steel
Concrete
Tile Adhesive AH-160
Trim Lock Plus
galvanized, Galvalume', aluminum or
day or
3M'" Z-Component Foam Roof
Independent
178
stainless steel
concrete
Tile Adhesive AH-160
TABLE 213: PERFORMANCE LIMITATIONS—NON-HVHZ;INMDFFENDENr PADDY PLACEMENT
'(4TO1MARGINOF5AFErYALRFADYAPPUED) - -
Hip/Ridge Metal
Tile
Adhesive
Allowable Uplift
(Psf)
Design
Metal Type
Type
Placement
Trim Lock or Trim
galvanized,Galvalume", aluminum or
day or
3M"2-Component Foam Roof
98
Lock Plus
stainless steel
concrete
Tile AdhesiveAH-160
Interdependent
Trim Lock
galvanized, Galvalume° or stainless
clay or
3M— Foam Roof rile Adhesive
Interdependent
110
steel
concrete
RTA-1
Trim Lock
aluminum
clay or
3M'" Foam Roof Tle Adhesive
Interdependent
93
concrete
RTA-1
Trim Loci( Plus
galvanized, Galvalume', aluminum or
clay or
3M"' Foam Roof Tile Adhesive
Interdependent
93
stainless steel
concrete
RTA-1
Trim Lod(
galvanized, Galvalume' orstainless
day or
TILE 80ND'"Roof Tile Adhesive
Interdependent
152
steel
concrete
Trim Lock
aluminum
dayor
TILE BOND'" Roof Tile Adhesive
Interdependent
82
concrete
Trim Lock Plus
galvanized, Galvalume', aluminumar
clay or
TILE BOND" Roof Tile Adhesive
Interdependent
82
stainless steel
concrete
Trim Lock
galvanized, Galvalume°or stainless
clay or
Touch'n Seal StormBond Roof
Interdependent
148
steel
concrete
Tile Adhesive
Trim Lock
Aluminum
day or
Touch'n Seal StormBond Roof
Interdependent
61
concrete
Tile Adhesive
Trim Lock Plus
galvanized, Galvalume°, aluminum or
clay or
Touch'n Seal StormBond Roof
Interdependent
61
stainless steel
concrete
Tile Adhesive
Exterior Research and Design, U.C. Evaluation Report E10240.08.08-R4
Certificate ofAuthorization 99503 FL5374-R4
Revision 4: 03/17/2015
- - ----- --- - — Page of7.
TRIKHTY ERD
6. INSfALLAMON:
6.1 The roof deck shall be minimum 15/32-inch plywood (non-HVHZ) or minimum 19/32-inch plywood (HVHZ) attached in
accordance with FBC Chapter 23 to the satisfaction of the AM.
6.2 Hip & Ridge Channel Metal and Trim Lock Channel Metal shall be installed using min. 11 ga. x 1'G-inch long x 3/8-inch
head diameter galvanized annular ring shank nails spaced 6-inch o.c. along both deck -flanges. Fasteners shall be
positioned %finch from the outside edge of each deck -flange, set in a bed plastic roof cement. For FBC HVHZ, refer to
FBC RA5118, Drawing 13, Detail 3; RA5119, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3.
6.3 Trim Lock Plus Channel Metal shall be installed atop the Approved roof underlayment in continuous 2-inch wide ribbons
of tile adhesive centered beneath each 1.5-inch wide deck flange. Place the Trim Lock Plus Channel Metal into the wet
adhesive and allow it to set-up prior to installation of roof tiles.
View of Polyset AH160 Placement for Trim Lock Plus Channel Metal Installation
63.1 It is critical that the bond between the Trim Lock Plus Channel Metal, the tile adhesive and the underlayment is not
disturbed prior to or during placement of the ridge tiles.
6.3.2 Approved underlayments are the codified'30/90' system or other FBC Approved roof underlayments listing approved
use of the subject the adhesive.
evaluation Report E70Z40.08.08-114
e erlor Research and Design, LLC. FL5374.p4
rcrtifkare afAatharizatian 99503 Revision 4: 03/17/2015
Page 6 of 7
RINFTY ERC
6.4 The shall be installed atop the Channel Metal in accordance with the tile adhesive manufacturer's Approved, published
installation Instructions, subject to the limitations outlined in Section 5 herein. The exposed edges shall be packed and
pointed with Approved mortar or weather blocking adhesive in accordance with FRSA/TRI April 2012 (04-12) or RAS
118, RAS 119, RAS 120 requirements.
Hip / Ridge Tile
Tile Adhesive
Trim Lock Plus
Mortar or Weather Block
Adhesive
Tile Adhesive
View of Trim Lock Plus Channel Metal installation after Weather Blocked
6.4.1 Channel Metal shall be free of dust, debris, oils or other bond -breaking substance priorto placement of adhesive.
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 OA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 OA requirements.
9. QUAOTY ASSURANCE ENTITY:
Architectural Testing, Inc.—QUA1844, (717) 764-7700
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report E30240.08.08-R4
[erdj?mre OfAnrhorhor n995M FL5374-R4
Revision 4: 03/17/2035
Page 7 of 7
J
EXTERIOR RESEARCH & DESIGN, LLC-
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
TRINITY: ERD OXFORD, CT 06478
(203)262-9245
EVALUATION REPORT
- Entegra Roof Tile, LLC SCANNED Evaluation Report E39310.11.11-1-R4
a , r_ FL7804-R10
M �.GRA 1289 NE 9m Avenue BY f issuance: ll/02/2011
L Okeechobee, FL 34972 St. Lucie County Date oRevision 4: 10/17/201
(602)515-6933
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 6' Edition (2017) Florida Building Code
(HVHZ) sections noted herein.
DESCRIPTION: Entegra Concrete Roof Tiles (HVHZ jurisdictions)
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named produd(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. TrinityiERD 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 "TrinityIERD 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 thejob site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida OCA ANE1983
The laubn0eaeal appeen,om autho, ed by Robert IfemNeN
P.E on 10/1)/101). Tlda does notsenre as aneleK,oNWllysigned
dnament 9gned,sealed hedoapin Wee hen wremaloed to the
P,.&d Avp,.l MonMbtretor and to the named dent
CERTIFICATION OF INDEPENOENCE:
1. 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. 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.
S. This is a building code evaluation. Neither Trinity] 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.
TRINITY ERD
ROOFING SYSTEM EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Roofing Tiles
Compliance Statement: Entegra Concrete Roof Tiles, as produced by Entegra,Roof Tile, LLC, have demonstrated
compliance with the following sections of the Florida Building Code through testing in accordance with the fallowing
Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth
herein.
2. STANDARDS:
Section
Pro a
Standard
Year
1523.6.5.2
Physical Properties
TAS 112
1995
1523.6.5.2
Wind Driven Rain
TAS 100
1995
1523.6-5.2.2
Static Uplift Resistance
TAS 101
1995
1523.6.5.2.3
Static Uplift Resistance
TAS 102
1995
1523.6.5.2.3
Static Uplift Resistance
TAS 102(A)
1995
3. REFERENCES:
EnOm
Examination
Reference
Date
ERD M6049)
TA5101
P39740.02.12
02/21/2012
ATL (TST3782)
Physical Properties
RT0624.05-14
07/03/2014
ATL (TST3782)
Physical Properties
RT0624.04-14
07/07/2014
ATL(TST3782)
Physical Properties
RT1210.02-15
12/17/2015
ATL (TST3782)
Physical Properties
RT1210.03-15
12/17/2015
ATL (TST 3782)
Physical Properties
RT1103.01-15
11/07/2015
ATL (TST 3782)
Physical Properties
RT1103.02-15
11/07/2015
ATL (TST 3782)
Physical Properties
RT1103.03-15
11/07/2015
ATL (TST 3782)
Physical Properties
RT1103.04.15
11/07/2015
ATL (TST 3782)
Physical Properties
RT1103.05-15
11/07/2015
Miami -Dade (CER1592)
HVHZ Compliance
14-0416.12
11/27/2014
Miami -Dade (CER1592)
HVHZ Compliance
15.0721.04
11/05/2015
Miami -Dade (CER1592)
HVHZ Compliance
16-0112.06
02/25/2016
Miami -Dade (CER1592)
HVHZ Compliance
16-0112.07
02/25/2016
Miami -Dade (CER1592)
HVHZ Compliance
16-0112.03
02/2S/2016
Tile Roof Institute
TAS 100, TAS 101, 302,102(A)
Membership Confirmation
Current
PRI (QUA9110)
Quality Assurance
Service Confirmation
Exp.11/02/2018
Exterior Research and Design, U.C.
Evaluation Report E39310.11.11-1-R4
Ceal/icate of Authoriratfon#9503
6'EDi noN(2017) FBC HVHZ EVALUATION
FL7804-R30
Entegra Roof Tiles
Revision 4:10/17/2017
Page 2 of 8
4. PRODUCT DESCRIPTION:
4.1 1 TAS112, Type 3a
Bermuda Flat
TR9N";ERD
I BERMUDAFIAT) p1ANTATION FIAT and HORIZON FLAT
i
Horizon Flat
Plantation Flat
Exterior nesearch and Design, U.C. Evaluation Report E39310.11.11-1-R4
Certlfirate of Authorization 09503 6n'EDMON(2017) FBC HVHZ EVALUATION FL7804-R10
Entegra Roof Tiles Revision 4: 10/17/2017
Page 3 of 8
4.2
TRIM Y - ERD
Bella High "S"
4.3 I_ TAS 112, Type lb (interlocking; low -profile
Estate "S"
and HACIENDA
, uaucuwa
Galena Spanish "S" Regal
Exterior Research and Design, U.C. Evaluation Report E39310.1L31-1-R4
Certl/Irote ojAuthorlmdon d9503 6' EDITION(2017) FRC HVHZ EVALUATION FL7804-1110
Entegra Roof Tiles Revision 4:10/1712017
Page 4 of 8
S.
TRINE Y ERD
LIMITATIONS:
5.1 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 versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is for use in FBC HVHZ jurisdictions or others adopting FBC HVHZ requirements.
5.3 Fire classification is not part of this evaluation; refer to FBC 1516 or listing by an approved testing agency for
fire rating of this product.
5.4 Reference is made to FBC 1512.4.2.4 regarding field testing of completed tile roof installations.
5.5 Applicant shall retain the services of an FBC listed, accredited laboratory to perform quarterly tests in
accordance with TAS 112, Appendix'A'.
ent
5.6 Minimum underlayment shall comply with the RAS 118, RAS 219 or RAS 120, as applicable. forusen intile
products shall hold current Florida Statewide Product Approval or Local Approval
assemblies in FBC HVHZjurisdictions.
5.7 Minimum roof deck requirements shall be in accordance with applicable FBC HVHZ requirements.
5.8 All products in the roof assembly shall have quality assurance audit in accordance with the F.A.C. Rule
61G20-3.
6. INSTALLATION:
6.1 Entegra Concrete Roof Tiles may be mechanically fastened, mortar -set lsthan the requirements of RAS 118,
or adhesive -set. Installation shall
comply with manufacturer's current published instructions, but not less
RAS 119 or RAS 120, as applicable.
6.2 Attachment Calculations: Entegra Concrete Roof Tile shall n evaluated 'Moment -Based System' in
accordance with Roofing Application Standard RAS 127-11 using the data outlined herein.
Tile
Batten Application
-- -'-----•
0.205
0.189
Bermuda Flat
0.299
0.
Plantation Flat
0.330
0.305 05
Horizon Flat
0.378
Bella High 'Is"0,349
0.289
0.267
Estate "S"
0.289
0.267
Hacienda
0.235
N/A
N/A
Galena Spanish "S"
0.311
_
0.287
TABLE -2: RESTORING MOMENT DUE To,GRAVITY 4 Mu (FT-IBF)
Roof Slope (0)
Tile
2:12 <B<3:12
3:12 <0 <4:12
4:12<0<5:12
5:1240<6:12
6:12<B<7:12
B>7:12
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens Direct
Battens
5.17
6.37
5.09
6.27
4.98
6.15
4.86
6.00
83
4.72 5.04
Bermuda Fiat
5.22
6.43
6.61
7.52
6.44
7.32
6.26 7.04
Plantation Flat
7.22
7.91
6.85
7.79
6.75
7.67
7.95
7.09
7.76
6.89 755
Horizon
7.60
832
752
8.24
7.41
8.12
7.26
5.68
6.33
5.50 6.14
Bella High "S"
6.19
6.89
6.11
6.80
5.99
fi.67
5.85
6.51
6.33
5.40 6.14
Estate "S"
6.14
6.84
5.91
6.74
5.82
6.fi4
5.70
6.50
556
6.39
5.41 6.22
Haci enda
5.92
6.80
5.92
6.80
5.82
6.69
5.70
6.55
5.56
N/A
5.74
N/A 5.57
Galena Spanish "S"
N/A
6.20
N/A
6.13
N/A
6.03
N/A
5.89
7.83
7.10 7.61
Regal
7.77
8.34
7.77
8.34
7.65
8.20
7.49
8.03
7.30
Evaluation Report E39310.11.11-1-R4
Entcriar Research and Design, U.C.
6v'EDMON(20171
FBC HVHZ EVALUATION
FL7804-R30
Certijmte o)Authorization 99503
Revision
4:10/17/2017
__Entegra
Roof
Tiles
_.
pages of
TRINW ERD
TABLE 3A:. ATTACHMENT RESISTANCE EXPRESSED AS_A MOMENT- MF(FT-LBF)-
- MECHANICALLY ATTA[HEDSYSTEMS
The
Fastener
Direct -Deck
(min. 15/32"
.plywood)
Direct -Deck
(min. 19/32"
plywood)
Battens
Type
q
512e
Shank
Ui p
Mali
One (1)
10d
Smooth or Screw
N/A
7.3
9.8
4.9
Nail
Two (2)
10d
Smooth or5crew
N/A
14.0
18.8
7.4
Nail
One (1)
30d
Smooth or Screw
Eave
19.0
19.0
22.1
Nail
One (1)
10d
Smooth or Screw
Field
24.3
24.3
24.2
Bermuda Flat,
Nail
Two (2)
10d
Smooth or Screw
Eave
31.9
31.9
32.2
Plantation Flat or
Nail
Two (2)
10d
Smooth or Screw
Field
35.5
35.5
34.8
Horizon
Nail
Two (2)
10d
Ring
N/A
30.9
38.1
17.2
Nail'
Two
10d'
Ring'
N/A
50.3'
65S'
48.3'
Screw
One (1)
118
N/A
N/A
30.8
30.8
18.2
Screw
Two (2)
08
N/A
N/A
51.7
51.7
124.4
'installation with a 4-inch tile headlap and fasteners located min. 236-inch from head of tile.
Nail
One (1)
10d
Smooth or Screw
N/A
8.8'
11.81
Nail
Two (2)
10d
Smooth or5crew,
N/A
16.4
21.9
Nail
one
10d
Smooth or Screw
Eave
19.0'
19.02
Nail
One (1)'
10d
Smooth or Screw
Field
24.3'
7.4.3'
V124.2'
Nail
Two (2)
10d
Smooth or5crew
Eave
31.9
31.9
Estate "5" or Hacienda
Nail
Two (2)
10d
Smooth or Screw
Field
35.S
35.5
Nall
Two (2)
10d
Ring
N/A
27.8
37.4
28.8
Nall'
Two (2)'
10d'
Ring'
N/A
43.0'
67.51
50.9'
Screw
One (1)'
q8
N/A
N/A
25.8'
25.82
22.9'
Screw
Two (2)
q8
N/A
N/A
47.1
47.1
49.1
'Installation with a 4-Inch tile headlap and fasteners located min. 2Y-Inch from head of tile.
'For one (1) fastener installations, utilize hole that Is approximately 4Y-inch from the interlocking edge.
Nail
One (1)
10d
Smooth or Screw
N/A
5.1 1
6.8
2.8
Nail
Two (2)
10d
Smooth or Screw
N/A
6.9
9.2
7.3
Nall
One (1)
10d
Smooth or Screw
Field
23.1
23.1
19.0
Nail
One (1)
10d
Smooth or Screw
Eave
29.3
29.3
24.0
"S",
Nail
Two (2)
30d
Smooth or Screw
Field
27.6
27.6
38.6
Bella High Galena
Spanish "S" or Regal
Nail
Two (2)
10d
Smooth or Screw
Eave
38.1
38.1
41.8
Nail
Two (2)
10d
Ring
N/A
28.6
41.2
19.4
Nail'
Two
10d'
Ring1
N/A
33.1'
48.1'
50.9'
Screw
One (1)
q8
N/A
N/A
20.7
20.7
18.1
Screw
Two (2)
08
N/A
N/A
43.2
43.2
29.8
'Installation with a 4-Inch tile headlap and fasteners located min. 234-inch from head of file.
Exterior Research and Design, U.C. Evaluation Report E39310.11.11-1-R4
crstllmte o)AuthYtirotlon A9503 6'"EOITION(2017) FBC HVHZ EVALUATION FL78D4-R30
Entegra Roof Tiles Revision 4:10117/2017
Page 6 of 8
TRINITY ERD
TABLE4: ATTACHMENT RFSIsTANCE EXPRESSED ASA MOMENT—_MF(FT-LBF)
MORTAR AND ADHESIVE -SET SYSTEMS
Note from Entegra Roof rile, LLC: The performance data listed. in Table 4 are based on the respective adhesive manufacturers' test
reports and Miami -Dade NOAs. Entegra Roof Tile,, LLC. relies upon theadhesive manufacturers. to provide these values for our inclusion
in this FBC HVHZ Evaluation Report Please consult the individual adhesive manufacturer for information on product approvals_
limitations, revisions or other information for determining wind load and overturning moment performance.
Tile Adhesive
Tile
Product
Product Approval
Placement
Mf(ft-Ibf)
'TILE BOND'"" by Dow Chemical
NOA 16-0222.01
Interdependent (2-paddy)
41
Bermuda
'Touch N' Seal Storm Bond" by DAP Foam
NOA 16-0421.03
Interdependent (2-paddy)
73
Flat,
Plantation
"Polyset° RTA-1" by ICP Adhesives &Sealants
NOA 16-0315.03
Interdependent (2-paddy)
52
Flat or
Horizon
"Polyset® AH-160" by ICP Adhesives &
Sealants
NOA 17-0322.03
Interdependent (2-paddy)
43
Independent (medium paddy,-30 g)
51
Independent (large paddy, `45 g)
92
'TILE BOND""' by Dow Chemical
NOA 16-0222.01
Interdependent (2-paddy)
44
'Touch N' Seal Storm Bond" by DAP Foam
NOA I6-0421.03
Interdependent (2-pa8dy)
42
Estate "S"
"Polyset° RTA-1" by ICP Adhesives & Sealants
NOA 16-0315.03
Interdependent (2-paddy)
44
or
Hacienda
"Polyset° AH-160" by ICP Adhesives &
Sealants
NOA 17-0322.03
Interdependent(2-paddy)
50
Independent (medium paddy, -30 g)
37
Independent (large paddy,"54 g)
61
Mortar
Various
Per RAS 120
21
"TILE BONDTM" by Dow Chemical
NOA 16-0222.01
Interdependent (2-paddy)
48
'Touch N' Seal Storm Bond" by DAP Foam
NOA 16-0421.03
Interdependent (2-paddy)
52
Bella High
"S", Galena
"Polyset° RTA-1" by ICP Adhesives & Sealants
NOA 16-0315.03
Interdependent (2-paddy)
36
Spanish "S"
or Regal
"Polyset® AH-160" by ICP Adhesives &
Sealants
NOA 17-0322.03
Interdependent (2-paddy)
30
Independent (medium paddy, -30 g)
49
Independent (large paddy,, -63 g)
94
Mortar
Various
Per RA5120
25
LABELING:
7.1 Each unit shall bear the imprint and/or identifiable marking of the manufacturer's name or logo, as detailed
below. Tile lots shall be labeled in accordance with the requirements of the Accredited Quality Assurance
Agency noted herein.
and/or
V��7 EE Nr� Uf, R A
Labeling: Bermuda Flat, Plantation Flat, Estate "S", Bella High "5", Galena Spanish "S"
Exterior Research and Design, U.C. Evaluation Report E39310.11.31-1-R4
Cent �r"te o{Aurh"rlraaon 495aa 6r"EDITION(2U17) FBC HVHZ EVALUATION FL7804•RIO
Entegra Roof Tiles Revision 4:10/17/2017
Page 7 of 8
TRINIT ER®
LI LJ
Hanson
Labeling: Horizon Flat, Hacienda, Regal
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product
71
r/lAftl.trA�rin,mir Mow" -
Plant
Profiles. _
Okeechobee, FL
Bermuda Flat, Plantation Flat, Estate "S", Bella High "S", Galena Spanish "S"
Ft. Myers, FL
Horizon Flat, Hacienda
Deerfield Beach, FL
Horizon Flat, Hacienda, Regal
10. QUAUTYAssURANCE-ENTITY:
PRI Construction Materials Technologies, LLC. — QUA9110; (813) 621-5777
- END OF EVALUATION REPORT —
Exterior Research and Design, I.I.C. Evaluation Report E3931DA1.11-1-R4
Cerdlrate ofAuthor4at(oo N9503 6n'EDITON(2017) FBC HVHZ EVALUATION FL7804-R10
Entegra Roof Tiles Revision 4.10/17/2017
Page 8 of 8